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PHD thesis describing factors influencing resin and wax distribution in blenders for the OSB industry. Some of the main factors are blender tilt, lifter height, fill factor, rotation, and header location.
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    DEVELOPMENT AND USE OF A DISCRETE ELEMENT MODEL FOR

    SIMULATING THE BULK STRAND FLOW IN A ROTARY DRUM BLENDER

    by

    Graeme Dick

    B.Sc., University of British Columbia, 2006

    A THESIS SUBMITTTED IN PARTIAL FULFILMENT OF

    THE REQUIREMENTS FOR THE DEGREE OF

    MASTER OF SCIENCE

    in

    The Faculty of Graduate Studies

    (Forestry)

    UNIVERSITY OF BRITISH COLUMBIA(Vancouver)

    August 2008

    Graeme Dick, 2008

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    -ii-

    ABSTRACT

    In 2006 resin accounted for approximately 17% of the direct manufacturing costs for oriented

    strand board (OSB). Because of their increased dependency on pMDI-resins, this percentage

    is likely greater for oriented strand lumber (OSL) and laminated strand lumber (LSL). Thecost of PF- and pMDI-resins is expected to face upward pressure as the cost of their primary

    constituents, natural gas and crude oil, continue to reach new highs. Therefore, there is

    strong economic incentive to optimize the use of resin in the production of these three

    products. This can be accomplished by addressing two key issues: reducing resin wastage

    and optimizing resin distribution on the strands. Both issues will be overcome by focusing

    on the blending process, where resin is applied to the strands.

    This work focused on development and use of a discrete element model (DEM) for

    simulating strand flow in a rotary drum blender using the EDEM software package. EDEM

    required the input of three material and three interaction properties. Development of the

    model involved creating the simulated environment (i.e. physical dimensions) and assigning

    appropriate material and interaction properties given this environment and the assumptions

    that were made. This was accomplished in two steps, completing baseline bench-top

    experiments and a literature review to determine appropriate parameters and initial value

    ranges for these properties, and then fine-tuning these values based on a validation process.

    Using the validated model, an exploratory study was conducted to determine the effect of

    four blender design and operating parameters (flight height, number of flights, blender

    rotational speed, and blender fill level) on bulk strand flow. The results were analyzed with

    regards to overall trends and by focusing on two perspectives, end users and blender

    manufacturers. It was found that there was a strong relationship between these key

    parameters and bulk strand flow. These results suggest that operating parameters of ablender, namely rotational speed and tilt angle, should be linked directly to the blender feed

    rate to ensure an optimal blending environment is maintained. In addition, manufacturers of

    blenders must take into consideration the range in final operating conditions when designing

    and positioning flights.

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    TABLE OF CONTENTS

    Abstract....................................................................................................................................iiTable of Contents....................................................................................................................iiiList of Tables ........................................................................................................................... vList of Figures........................................................................................................................viiList of Abbreviations ............................................................................................................... x

    Acknowledgements.................................................................................................................xi

    Chapter 1: Introduction ....................................................................................................... 1

    1.1 Rationale........................................................................................................................ 31.2 Objectives and structure of thesis.................................................................................. 7

    Chapter 2: Literature Review.............................................................................................. 9

    2.1 Rotary drum blending.................................................................................................... 92.2 Discrete element method ............................................................................................. 11

    2.2.1 Applications for discrete element methods....................................................... 132.3 Friction ........................................................................................................................ 15

    Chapter 3: Laboratory Determined Coefficient of Static Friction ................................ 18

    3.1 Introduction ................................................................................................................. 183.2 Materials...................................................................................................................... 193.3 Procedure..................................................................................................................... 203.4 Results ......................................................................................................................... 243.5 Conclusions ................................................................................................................. 27

    Chapter 4: Determination of Suitable Material and Interaction Properties for use

    as Input Parameters in the RDBM ................................................................ 29

    4.1 Introduction ................................................................................................................. 29

    4.2 Procedure..................................................................................................................... 314.2.1 Screening design ............................................................................................... 314.2.2 Strand representation in EDEM........................................................................ 344.2.3 Characterization of resination potential ............................................................ 34

    4.3 Validation process selection of appropriate input parameters.................................. 394.4 Results ......................................................................................................................... 49

    4.4.1 Screening design material properties ............................................................. 494.4.2 Screening design interaction properties ......................................................... 504.4.3 Coefficient of rolling friction............................................................................ 514.4.4 Validation - coefficient of static friction........................................................... 52

    4.5 Conclusions ................................................................................................................. 60

    Chapter 5: Measuring the Effect of Rotary Drum Blender Design and Operating

    Parameters on the Bulk Strand Flow using a Response Surface Design .... 62

    5.1 Introduction ................................................................................................................. 625.2 Methodology ............................................................................................................... 625.3 Results and discussion................................................................................................. 66

    5.3.1 Overall predictive trends................................................................................... 665.3.1.1 Skewness ............................................................................................. 675.3.1.2 Effect of an atomizer boom on the skewness results........................... 73

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    5.3.1.3 Kurtosis ............................................................................................... 775.3.1.4 Effect of an atomizer boom on the kurtosis results ............................. 805.3.1.5 Average time a strand spent in the resination region .......................... 835.3.1.6 Effect of an atomizer boom on the average time a strand spent

    in the resination region ........................................................................ 855.3.1.7 Discussion ........................................................................................... 85

    5.3.2 Research applications........................................................................................ 865.3.2.1 Wood strand-based product manufacturers......................................... 875.3.2.2 Effect of the atomizer boom for wood strand-based product

    manufacturers ...................................................................................... 895.3.2.3 Blender manufacturers ........................................................................ 915.3.2.4 Effect of the atomizer boom for blender manufacturers ..................... 945.3.2.5 Discussion ........................................................................................... 97

    5.4 Conclusions ................................................................................................................. 98

    Chapter 6: Summary and Future Work......................................................................... 100

    6.1 Future Work .............................................................................................................. 101

    Literature Cited ................................................................................................................. 103

    APPENDIX A: Coefficient of Friction SAS Analysis and Results.................................... 108APPENDIX B: Mechanical Properties of UHMW and HDPE.......................................... 113APPENDIX C: Blender Drawing Provided by Coil Manufacturing.................................. 114APPENDIX D: Write-out Every Time Interval Calculation .............................................. 116APPENDIX E: VBA Macro for Sorting, Filtering and Analysing EDEM Data ............... 121APPENDIX F: Macro for Performing Analysis in Image Pro Plus................................... 130APPENDIX G: ANOVA Results for the Mechanical Properties of Aspen Strands .......... 132APPENDIX H: ANOVA Results for the Interaction Properties of Aspen Strands

    and Polyethylene....................................................................................... 134

    APPENDIX I: Results from the Student t-test for Shoulder and Toe Angles .................. 136APPENDIX J: Results from the Exploratory Study Without and With an

    Atomizer Boom......................................................................................... 137

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    LIST OF TABLES

    Table 1. OSB costs for benchmark north-central US mills from 2000 to 2006....................... 5Table 2. Pricing data for the constituents of PF- and pMDI-resin from 1999 to 2005............ 6Table 3. Strand combinations used for static friction coefficient tests. ................................. 21Table 4. Summary of test results for the coefficient of static friction between two wood

    strands at 22C and 55% relative humidity ............................................................. 25

    Table 5. Summary of test results for the coefficient of static friction between a woodstrand and HDPE at 22C and 55% relative humidity............................................. 26

    Table 6. Regression parameters for determining the coefficient of static friction betweentwo wood strands at 22C and 55% relative humidity............................................. 27

    Table 7. Regression parameters for determining the coefficient of static friction betweena wood strand and HDPE at 22C and 55% relative humidity. ............................... 27

    Table 8. Required material and interaction properties for the RDBM. ................................. 29Table 9. Materials used and materials that may come in contact in the RDBM.................... 29Table 10. (Left)Aspen wood strand material properties and (right)interaction properties

    simulation design.................................................................................................... 31Table 11. Factor levels for Quaking Aspen material properties............................................. 32

    Table 12. Factor levels for interaction properties................................................................... 32Table 13. Fixed factor levels for the blender operation and design. ...................................... 33Table 14. Fixed factor levels for the liner and flights ............................................................ 33Table 15. Blender rotational speed and fill level combinations for laboratory video

    recordings. .............................................................................................................. 41Table 16. Simulation settings. ................................................................................................ 33Table 17. Frame export settings used in Adobe Premiere Pro CS3. ...................................... 46Table 18. Factors and response variables for simulations investigating the impact of the

    material properties.................................................................................................. 50Table 19. Factors and response variables for simulations investigating the impact of the

    interaction properties.............................................................................................. 50

    Table 20. Rolling and static friction coefficients for the simulations aimed at determininga suitable coefficient of rolling friction.................................................................. 51

    Table 21. Pairs of static friction coefficients used to identify a suitable set of values........... 53Table 22. Student t-test for two sample means assuming unequal variance for the shoulder

    and toe angles in Run 4 and the laboratory results................................................. 54Table 23. Student t-test for two sample means assuming unequal variance for the shoulder

    and toe angles in Run 5 and the laboratory results................................................. 54Table 24. Student t-test for two sample means assuming unequal variance for the shoulder

    and toe angles in Run 6 and the laboratory results................................................. 55Table 25. Summary of runs 4 to 6 and the laboratory taken shoulder and toe angle results.

    Italicized values indicate those angles that are significantly different (= 0.05)

    from the image results. ........................................................................................... 55Table 26. Summary of shoulder and toe angles obtained at 15.5 to 25.5 RPM with the

    coefficients of static friction set at 0.14 and 0.07................................................... 56Table 27. Summary of material and interaction properties for use with EDEM.................... 61Table 28. Response surface design matrix. ............................................................................ 64Table 29. Response surface design factor levels .................................................................... 64Table 30. Factor levels used in the skewness and average time spent in resination region

    analyses. ................................................................................................................. 67

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    Table 31. List of effects for the skewness showing (left)the significant effects and (right)the significant effects as well as those that were included to maintain the modelhierarchy. ................................................................................................................ 68

    Table 32. List of effects for the skewness when an atomizer boom is present, showing (left)the significant effects and (right)the significant effects as well as those that wereincluded to maintain the model hierarchy. ............................................................. 74

    Table 33. List of effects for the kurtosis showing (left)the significant effects and (right)the significant effects as well as those that were included to maintain the modelhierarchy. ................................................................................................................ 78

    Table 34. List of effects for the kurtosis when an atomizer boom is present, showing (left)the significant effects and (right)the significant effects as well as those thatwere included to maintain the model hierarchy. .................................................... 81

    Table B1: Mechanical properties of UHMW ...................................................................... 113Table B2: Mechanical properties of HDPE ......................................................................... 113Table G1: ANOVA results for the impact the material properties have on the skewness

    of the resulting histogram. .................................................................................. 132Table G2: ANOVA results for the impact the material properties have on the kurtosis of

    the resulting histogram........................................................................................ 132Table G3: ANOVA results for the impact the material properties have on the count of

    the resulting histogram........................................................................................ 132Table G4: ANOVA results for the impact the material properties have on the processing

    time of the respective simulation. ....................................................................... 133Table H1: ANOVA results for the impact the interaction properties have on the skewness

    of the resulting histogram. .................................................................................. 134Table H2: ANOVA results for the impact the interaction properties have on the kurtosis

    of the resulting histogram. .................................................................................. 134Table H3: ANOVA results for the impact the interaction properties have on the count

    of the resulting histogram. .................................................................................. 134Table H4: ANOVA results for the impact the interaction properties have on the

    processing time of the respective simulation...................................................... 135Table I1: Student t-test for two sample means assuming unequal variance for the

    shoulder and toe angles in Run 4 and the laboratory results ran at 15.5 RPM. .. 136Table I2: Student t-test for two sample means assuming unequal variance for the

    shoulder and toe angles in Run 4 and the laboratory results ran at 25.5 RPM. .. 136Table J1: Results from exploratory study without an atomizer boom................................ 137Table J2: Results from exploratory study with an atomizer boom ..................................... 138

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    LIST OF FIGURES

    Figure 1. Canadian structural panels production from 1982 to 2005 ...................................... 1Figure 2. Size of the total North American framing lumber market and the potential

    market size for engineered wood products............................................................... 4Figure 3. Flow chart showing the basic constituents that are used in the production of PF-

    and pMDI-resin. The shaded constituents are included in Table 2 ......................... 6

    Figure 4. Turners spinning disc blender showing a vertical spray pattern........................... 10Figure 5. Lignex spinning disc blender showing a diagonal spray pattern............................ 11Figure 6. Flow chart for operations performed in a typical DEM algorithm......................... 12Figure 7. Diagram showing the pair of forces that determines the friction torque................ 16Figure 8. Photograph of sliced aspen veneer strands, (a) primary surface and

    (b) secondary surface.............................................................................................. 20Figure 9. Inclined plane jig with the various components indicated ..................................... 21Figure 10. Two sleds used for the inclined plane test, (left)sled equipped with dowels for .... larger contact pressures and (right)sled equipped with adhesive surface for

    lower contact pressures. ........................................................................................ 22Figure 11. Photograph of the testing procedure for the coefficient of static friction of wood

    strands using the inclined plane technique, showing a parallel parallelorientation. ............................................................................................................ 23

    Figure 12. Schematic of inclined plane jig showing the measurement locations forEquation 5 ............................................................................................................. 24

    Figure 13. Static coefficient of friction between two wood strands for increasing contactpressures and different strand sample orientations............................................... 25

    Figure 14. Static coefficient of friction between a wood strand and HDPE for increasingcontact pressures and different strand and HDPE sample orientations. ............... 26

    Figure 15. Schematic showing the representation of sticks using a series of six spheres(left)and a schematic showing the placement of a template over top of thesix spheres to aid in the visual analysis process(right). ....................................... 34

    Figure 16. Blender schematic showing the resination region outlined in blue. ..................... 35Figure 17. Simulation and photographed examples of increasing skewness caused by

    increasing rotational speeds from 15.5 RPM to 25.5 RPM .................................. 37Figure 18. Sample histogram with a respective skewness, kurtosis, and count of -0.3024,

    -0.2794, and 22 453. ............................................................................................. 38Figure 19. Schematic showing the placement of the lights and camera/video camera

    relative to the laboratory blender, with the axis indicated in blue. ....................... 40Figure 20. Photograph showing the placement of the lights and camera/video camera

    relative to the laboratory blender. ......................................................................... 40Figure 21. Example of (left)a screen shot taken of an animated GIF illustrating the

    simulation results and (right)a screen shot taken of the video footage taken

    in the laboratory. ................................................................................................... 41Figure 22. Schematic showing the shoulder, , and toe, , angles for two points of

    detachment. The 0oand 90

    oreference angles are shown in blue. ......................... 42

    Figure 23. Illustration showing the identification of the shoulder and toe angle from thelaboratory video footage. ...................................................................................... 44

    Figure 24. Illustration showing the identification of the shoulder () and toe () anglefrom the simulation results using the streaming effect. ........................................ 45

    Figure 25. Schematic of the x, y, z coordinate system relative to the blender....................... 46

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    Figure 26. Screen shot taken in Image Pro Plus v6 showing the placement of the thick,line profile and the cooresponding grayscale values ............................................ 48

    Figure 27. Example of simulation results overlaid on top of grayscale results...................... 49Figure 28. Skewness as a function of the coefficient of rolling friction ................................ 52Figure 29. Baseline grayscale results for the laboratory blender running empty................... 57Figure 30. Grayscale results for the blender running at 15.5 RPM and 1/8

    thfull. ................. 58

    Figure 31. Grayscale results for the blender running at 20.5 RPM and 1/8th

    full. ................. 59Figure 32. Grayscale results for the blender running at 25.5 RPM and 1/8thfull. ................. 59Figure 33. Schematic of a blender fitted with an atomizer boom, shaded grey..................... 66Figure 34. Prediction profiles generated in SAS showing the relationship between the

    skewness and the (top-left)number of flights, (top-right)flight height,(bottom-left)fill level, and (bottom-right)blender rotational speed..................... 68

    Figure 35. Schematic showing the angle of repose, , for a pile of wood strands on ahorizontal surface.................................................................................................. 69

    Figure 36. Simulation images showing the charge level per flight and the discharge patternwhen a relatively small number of flights are employed. The simulated blenderhas 4-6 inch flights and is rotating at 23.39 RPM and is 1/8thfull ....................... 70

    Figure 37. Simulation images showing the charge level per flight and the discharge patternwhen a relatively large number of flights are employed. The simulated blenderhas 16-6 inch flights and is rotating at 23.39 RPM and is 1/8

    thfull ..................... 71

    Figure 38. Simulation image showing strands rolling in the corner of the drum, where thereare 8-4 inch flights and the blender is rotating at 18.71 RPM and is 1/4 full....... 71

    Figure 39. (Left) Simulation image showing the dispersion of strands across relatively fewflights when the blender is rotating at 18.71 RPM and (right) across many flightswhen the blender is rotating at 28.07 RPM. In both cases the blender has 16-4inch flights and is 1/8

    thfull. .................................................................................. 72

    Figure 40. Prediction profiles generated in SAS showing the relationship between theskewness and the (top-left)number of flights, (top-right)flight height,(bottom-left)fill level, and (bottom-right)blender rotational speed when an

    atomizer boom is included in the simulation ........................................................ 75Figure 41. Simulation images showing the dispersion of strands across the blender diameter

    when there is (top-left)no atomizer boom and there are 2 inch flights,(top-right)no atomizer boom and there are 6 inch flights, (bottom-left)anatomizer and there are 2 inch flights, and (bottom-right)an atomizer boomand there are 6 inch flights. In all cases there were 16 flights and the blenderrotated at 23.39 RPM. ........................................................................................... 76

    Figure 42. Simulation image showing strands as they become wedged between theatomizer boom and blender wall when operating at elevated fill levels,indicated by the dashed oval. In this case the blender is full and is equippedwith 8, 4 inch flights and is rotating at 28.07 RPM.............................................. 77

    Figure 43. Prediction profiles generated in SAS showing the impact of the (left) numberof flights on the relationship between (right) the kurtosis and the flight height... 79

    Figure 44. Prediction profiles generated in SAS showing the impact of the (right) flightheight on the relationship between (left) the kurtosis and the number of flights.. 79

    Figure 45. Prediction profiles generated in SAS showing the impact of the (left) numberof flights on the relationship between (right) the kurtosis and the flight heightwhen an atomizer boom is present........................................................................ 82

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    Figure 46. Prediction profiles generated in SAS showing the impact of the (right) flightheight on the relationship between (left) the kurtosis and the number of flightswhen an atomizer boom is present........................................................................ 82

    Figure 47. Prediction profiles generated in SAS showing the relationship between theaverage time spent in the resination region and the (left)flight height and(right)blender rotational speed............................................................................. 83

    Figure 48. Simulation images showing (top-left)the clustering of strands at relativelylow speeds with 2-inch flights, (top-right)the dispersion of strands at relativelyhigh speeds with 2-inch flights, (bottom-left)the clustering of strands atrelatively low speeds with 6-inch flights, (bottom-right)the dispersion ofstrands at relatively high speeds with 6-inch flights. .......................................... 84

    Figure 49. Contour graphs for the skewness based on the fill level and blender rotationalspeed using 3, 4, 5, and 6-inch flights. The number of flights has been fixedat 14....................................................................................................................... 88

    Figure 50. Contour graphs for the skewness based on the fill level and blender rotationalspeed using 3, 4, 5, and 6-inch flights when an atomizer boom is present. Thenumber of flights has been fixed at 14.................................................................. 90

    Figure 51. Contour graphs based on number of flights and flight height. The rotationalspeed ranged from 23 to 28 RPM and the fill level was fixed at 25%. ................ 93

    Figure 52. Contour graphs for the inclusion of an atomizer boom based on number offlights and flight height. The rotational speed ranged from 23 to 28 RPM andthe fill level was fixed at 25%............................................................................... 95

    Figure 53. Simulation images showing the streaming of strands off of the atomizer boomat (a)18.71 RPM, (b)23.39 RPM, and (c)28.07 RPM. The simulated blenderswere each equipped with 8-4 inch flights and filled 1/4 full. The angles that thestrands stream off of the boom are approximately 14, 12, and 7 from verticalrespectively. .......................................................................................................... 96

    Figure C1: Schematic of blender layout and atomizer spray patter. ................................... 114Figure D1: Schematic of an example where the write-out time interval is set too large..... 117

    Figure D2: Schematic of the extreme case scenario where an object falls from the top ofthe blender, A, through the resination region, B to C, and collides with thebottom of the blender, D.................................................................................... 118

    Figure D3: Location of the write-out every time intervals within the resinating region,relative to the top of the blender, when the first interval is located marginallyless than one full twfrom the top of the region. .............................................. 119

    Figure D4: Location of the write-out every time intervals within the resinating region,relative to the top of the blender, when the last interval is located marginallyless than one full twfrom the bottom of the region......................................... 119

    Figure D5: Location of the write-out every time intervals within the resinating region,relative to the top of the blender, when the first interval is located marginally

    below the top of the region................................................................................ 120Figure D6: Location of the write-out every time intervals within the resinating region,

    relative to the top of the blender, when the last interval is located marginallyabove the bottom of the region.......................................................................... 120

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    -x-

    LIST OF ABBREVIATIONS

    ANOVA Analysis of variance

    BBF Billion board feet

    BSF Billion square feet 3/8 inch basis

    COV Coefficient of variation

    DEM Discrete element modeling

    EWP Engineered wood products

    GIF Graphics interchange format

    HDPE High density polyethylene

    IPP Image pro plus

    LSL Laminated strand lumber

    OSB Oriented strand board

    OSL Oriented strand lumber

    PE Polyethylene

    PF Phenol formaldehyde

    pMDI Polymeric diphenyl methane diisocyanate

    RPM Revolutions per minute

    RSM Response surface methodology

    RDBM Rotary drum blending modelSF Square feet

    UHMW Ultra high molecular weight polyethylene

    VBA Visual basic for applications

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    ACKNOWLEDGEMENTS

    I would like to extend my sincere gratitude to those who have helped ensure that this project

    was a success. To my committee members: Drs. Gregory Smith, Paul McFarlane, and Erik

    Eberhardt, your guidance throughout this process has certainly been appreciated.

    To my colleagues: Jo Chau, Emmanuel Sackey, Solace Sam-Brew, Dr. Kate Semple, and

    Chao Zhang, your assistance and support have made this experience enjoyable.

    To my family and friends, your ongoing support and devotion have helped me reach this

    point. And to my wife, Sara, you have kept me grounded throughout this experience by

    simply listening to my challenges and always being there.

    A special thank you goes to Weyerhaeuser Canada for their financial support and guidance

    throughout this project, and to the Natural Sciences and Engineering Research Council of

    Canada for their financial support.

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    -1-

    CHAPTER 1

    INTRODUCTION

    Beginning in the mid-1970s, structural products composed of reconstituted wood strands

    have increasingly become a major component of Canadas forest products industry. This

    transition began with the advent of waferboard and quickly progressed to oriented strand

    board (OSB), a direct substitute for plywood in the construction market (Figure 1). In 2006,

    oriented strand board accounted for approximately 63% of all structural panel production in

    Canada (Louisiana-Pacific Corporation 2008; Spelter et al. 2006). Laminated strand lumber

    (LSL) and oriented strand lumber (OSL) were subsequently developed to compete with solid

    sawn lumber in the same market. In todays North American residential construction market,

    these wood strand-based products can be found everywhere from the sheathing on exterior

    walls, to the headers used to span garage door openings, and to the specialty studs used

    behind kitchen cabinets.

    Plywood

    OSB

    0

    2,000

    4,000

    6,000

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    16,000

    1982

    1983

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    1995

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    1999

    2000

    2001

    2002

    2003

    2004

    2005

    Year

    Millionsf-3/8"Basis

    Figure 1. Canadian structural panels production (million SF - 3/8" basis) from 1982 to 2005(data from: International Wood Markets Group 2006).

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    -2-

    The North American production capacity for OSB is expected to continue increasing into the

    future. In fact, if all of the OSB projects tabled in 2005 were to go ahead as planned,

    capacity would balloon from 23.7 million m3(27.5 BSF) in 2005 to 31.9 million m3(37 BSF)

    by 2010 (International Wood Markets Group 2006). However, because of recent slowdowns

    in the US housing market, largely driven by the sub-prime mortgage crisis, and an

    accompanying over-supply of OSB, these previous projections have been stifled. According

    to a report by Dixon (2008), North American OSB capacity had already reached 26.2 million

    m3by the end of 2007; however, any additional capacity that was planned to come on stream

    by 2010 had been postponed indefinitely.

    The increased production of OSB is also being experienced beyond North American borders.

    While most of the additional capacity that was expected to come on stream in the near future

    is located in North America, Europes OSB industry has also been expanding, albeit at a

    considerably lower volume (International Wood Markets Group 2006). This is largely

    because of the relatively slow adoption of OSB into European building codes (World Forest

    Institute 2007). This progress has been further hindered by the effect of North American

    OSB producers dumping excess supply in Europe, discouraging the development of new

    domestic facilities (Higgs 2008). The total European capacity reached 3.9 million m3by the

    end of 2007. By 2009 an additional 1.4 million m3is expected to come on stream.

    As mentioned, there are three products that fall beneath the umbrella of wood strand-based

    products: OSB, LSL, and most recently OSL. During the manufacture of these products a

    mat consisting of a large number of strands is consolidated under heat and pressure to form a

    single entity, or billet. In order for the consolidation to be effective, resin must be employed

    to hold the final product together. The application of resin onto the strands is perhaps the

    least studied and understood aspect of the manufacturing process; however, it has one of the

    most significant effects on the strength and durability of the final product and in 2006

    accounted for nearly 17% of the direct manufacturing costs (Spelter et al. 2006).

    The application of resin onto the strands begins when the strands are fed from dry strand bins

    and deposited in the blender. Blenders are between 8 and 11 feet in diameter and extend 20

    to 35 feet in length. As the drum rotates at typically between 8 and 22 RPM the strands

    tumble along its length and become resinated (Smith 2005).

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    The strands are resinated using either a series of spinning disc atomizers mounted along the

    drums axis of rotation for liquid resin, or using a conveyor metering system for powdered

    resin. Spinning disc atomizers are the predominant system employed in blenders

    commissioned since the early-1990s. The objective of blending is to achieve a uniform resin

    distribution on both sides of all strands. The ability of the process to effectively resinate the

    strands is dependent on the overall blender design, such as the drum diameter, atomizer

    locations, and flight design; as well as on the operational environment, such as the rotational

    speed, fill level, and tilt angle of the blender (Coil 2007b; Coil 2008; Maloney and Huffaker

    1984; Smith 2005; Smith 2006).

    1.1 Rationale

    The respective market share of structural products composed of reconstituted wood strands is

    forecast to continue increasing. This is particularly true for OSB where its share of the

    structural panel demand in North America has increased from approximately 35% in 1995 to

    63% in 2008. OSB market share is forecast to further increase to approximately 72% by

    2012 (Louisiana-Pacific Corporation 2008).

    In addition to OSBs market share growth however, there is great potential for LSL and OSL

    to increase their share of the framing lumber market. LSL and OSL are both members of thefamily of products referred to as engineered wood products (EWP). Currently, EWP only

    capture approximately 30% of the potential 12 BBF North American framing lumber market,

    with the sub-sector of wood strand-based products only accounting for 5% (Figure 2)

    (Louisiana-Pacific Corporation 2008).

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    Figure 2. Size of the total North American framing lumber market and the potential marketsize for engineered wood products (adapted from: Louisiana-Pacific Corporation 2008).

    Although the five year period between 2001 and 2006 saw the growth of the wood strand-

    based product sector outpace the growth of the overall construction market (by 11%

    compared to 2% (Louisiana-Pacific Corporation 2008), continued growth will be largely

    dependant on the relative manufacturing costs. As an example, in 2004 the average total

    manufacturing cost for structural lumber, OSL, and LSL was similar. Lumber was 188

    US$/m3,while OSL and LSL were approximately 180 US$/m3(International Wood Markets

    Group 2006; Spelter et al. 2006). These figures assume that OSL and LSL have a similar

    cost structure as OSB. In reality the cost of OSL and LSL will be marginally greater than

    OSB because of the type of resin employed, product density, and wood utilization.

    Subsequently, the costs are likely nearer, or even past those of structural lumber.

    In recent years the total manufacturing cost of wood strand-based products has faced

    increased pressure. In 2006 the average cost reached 201 US$/m3of OSB (Table 1) (Spelter

    et al. 2006). Much of this increase was caused by escalating wood costs, affecting solid

    lumber and EWP alike. In addition to wood costs however, wood strand-based products have

    experienced escalating resin costs, increasing by 61% between 2000 and 2006 (Table 1)

    (Spelter et al. 2006). Increasing resin costs have created a need to optimize and subsequently

    reduce the amount of resin employed in the manufacture of these products in order to remain

    LVL & I-Joists25%

    Applicationssuitable for EWP

    substitution

    50%

    Lumber

    70%

    OSL & LSL5%

    Total North AmericaFraming Lumber

    (~24 BBF)

    Current & PotentialEWP Market(~12 BBF)

    Potential MarketGrowth for EWP

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    cost competitive in the structural panel and framing markets. Optimization is only possible

    however if there exists a thorough understanding of the process in which resin is applied to

    the strands in a rotary drum blender.

    Table 1. OSB costs for benchmark north-central US mills from 2000 to 2006 (data from:

    Spelter et al. 2006).Cost (US$/m

    3)

    2000 2001 2002 2003 2004 2005 2006

    Direct costs

    Wood 56 54 53 60 67 85 82Labor 20 20 20 21 21 22 22Resin 18 19 19 26 27 32 29Wax 6 6 6 7 7 8 7Energy 11 13 12 15 17 19 19Supplies 14 14 14 15 15 15 15

    Total direct 125 125 124 144 154 181 175

    Fixed costsGeneral 6 6 6 6 6 6 6Depreciation 23 21 20 21 20 20 20

    Total fixed 29 27 26 27 26 26 26

    Total costs 154 153 150 171 180 207 201

    There are only a few studies on the operation of a rotary drum blender in the literature with

    these dating from the mid-1980s (Beattie 1984; Coil and Kasper 1984; Lin 1984). More

    recently, Smith (2005) examined the modes of tumbling in a full-sized rotary drum blender.

    All of these studies were focused on OSB. To date there have not been any published studies

    on the blending of OSL and LSL. The blending of these products differs from OSB in

    several important aspects. First, OSL and LSL strands exceed 6 inches in length, while OSB

    strands rarely exceed 5 inches. Second, LSL operations only employ polymeric diphenyl

    methane diisocyanate (pMDI) resin, compared with OSB operations that typically use a

    combination of phenol formaldehyde (PF) and pMDI resins.

    During blending approximately 3.5% resin based on the oven dry weight of furnish is added.The precise amount depends on the operation, resin type, and product grade (Spelter et al.

    2006). As indicated, resin costs are a major materials cost in the production of wood strand-

    based products. Because PF- and pMDI-resins are derived from crude-oil and natural gas

    (Table 2 and Figure 3), it is very likely that resin costs will remain high or even increase over

    the next five years. Significant resin savings may be possible through blending optimization.

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    Due to the large volume of resin used in the manufacture of strand technology products, even

    small decreases in resin consumption will lead to significant savings.

    Table 2. Pricing data for the constituents of PF- and pMDI-resin from 1999 to 2005 (datafrom: Winchester 2005).

    MethanolUS$/USG

    UreaUS$/ton

    PhenolUS$/lb

    Crude OilUS$/Barrel

    Natural GasUS$/MMBTU

    1999 0.26 0.40 100 140 0.25 0.36 17 3.752001 0.35 0.80 140 290 0.30 0.40 24 5.242003 0.75 1.00 160 230 0.40 0.45 26 5.812005 0.90 0.95 270 - 300 0.50 0.70 60+ 9.80

    Figure 3. Flow chart showing the basic constituents that are used in the production of PF-

    and pMDI-resin. The shaded constituents are included in Table 2 (adapted from: Winchester2005).

    The design and operation of rotary drum blenders has remained virtually unchanged since the

    mid-1980s when the long-retention time, Mainland Manufacturing blenders emerged as the

    blender of choice amongst the wood strand-based product industry. Although Mainland

    Manufacturing has subsequently been bought out by Coil Manufacturing, very little has been

    changed with regards to the operation and design of the blenders. In general, as the capacity

    demands have increased over the years with new, sophisticated operations, the blender

    dimensions have been scaled up. In the 1950s and 60s, rotary drum blenders were 4 to 5 feet

    in diameter and 20 feet long (Coil 2002; Watkins 1981). More recently, blenders can be up

    to 11 feet in diameter and 45 feet long (Coil 2007b; Coil and Kasper 1984; Smith 2005).

    While this process of scaling the blenders has been widely accepted throughout the industry,

    as previously mentioned resin costs have placed increased pressure on the end users of rotary

    Phenol

    PF

    Formaldeh de

    Methanol

    Natural Gas

    MDI

    Phenol

    Formaldeh de

    Methanol

    Crude Oil

    Benzene

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    drum blenders to optimize the process. The primary challenge hindering progress is the lack

    of research into the inner dynamics of the blending process and the inability to quantify and

    model the bulk strand flow.

    In the past, blender design and operating parameters have been selected based on visual

    inspection and past experience. Although these empirical approaches have resulted in a

    blender design that fits with the spectrum of end-users needs and a reasonable understanding

    of the impact design and operating parameters have on the strand flow, a quantitative,

    systematic approach is necessary to further enhance the process.

    1.2 Objectives and structure of thesis

    This study seeks to understand the blending process by developing and evaluating a

    quantitative discrete element model (DEM) of the blending process.

    Chapter 2: Literature review on discrete element modeling and friction. A review of static,

    kinetic, and rolling friction will facilitate the selection of initial coefficients as

    input parameters in the DEM. Additionally, this review will help to understand

    how these coefficients should change to achieve better correlation between the

    simulated and laboratory results.

    Chapter 3: Determination of static friction coefficients between Aspen wood strands andbetween an Aspen wood strand and high density polyethylene. The flights and

    the inside liner of the blender are constructed of either high density polyethylene

    or ultra high molecular weight polyethylene. For the purpose of this project, and

    because the specifications of these two materials do not differ considerably, it

    will be assumed that the liner and flights are both constructed of high density

    polyethylene. The friction values will be used as a starting point within the

    EDEM software package and may be adjusted accordingly during a subsequent

    study.

    Chapter 4: Calibration of the rotary drum blending model (RDBM) with experiments

    conducted in the 6 foot laboratory blender. This process will be completed by

    adjusting various material and interaction properties in the model.

    Chapter 5: Completion of an exploratory study aimed at determining the impact several

    blender design and operating parameters have on the bulk strand flow within a

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    simulated 6 foot blender. This study will provide a profound understanding of

    the impact changes made to the blending environment will have on the strand

    flow through a blender.

    Chapter 6: Evaluation of potential future work. As the software and computing technology

    advances many of the limitations that were present during this project will

    become less significant. The most logical progression will be the scaling of the

    simulated blender up to a full size industrial blender. This will enable research

    to be completed that focuses on the impact blender tilt angle has on the residence

    time of strands.

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    CHAPTER 2

    LITERATURE REVIEW

    2.1 Rotary drum blending

    Rotary drum blending has been the method used for coating wood strands with resin and wax

    for the manufacture of oriented strand board since this products industrial emergence in the

    late-1970s (Moeltner 1980). In fact, this blending technique was also employed for OSBs

    predecessor, waferboard, since its emergence in 1955 (Gunn 1972). Although the resin was

    applied exclusively in a powdered form until the mid- to late-1970s, the fundamental process

    was similar to todays blenders that tend to employ liquid resins.

    During the blending process strands enter from one end of the blender and are then lifted by a

    series of flights, which extend from the inside of the drums circumference. The strands

    eventually fall from the flights and migrate along the length of the blender. This process

    repeats until the strands are discharged from the opposite end of the blender. The rate of

    migration along the blender length is a function of the blender tilt angle. As reported by

    Smith (Smith 2005), the strands move forward the most while they are in freefall. As the

    strands move along blender length they are coated with wax and resin.

    The manner in which powdered and liquid resin adhere to and coat the strands is

    considerably different. While powdered resin adheres to the strands via the wax droplets that

    are applied at the onset of the blending process, liquid resin adheres directly to the strands in

    droplet form (Coil 2002). The transition towards liquid resin was largely driven by the

    relative cost advantage of liquid resin, the health concerns caused by the dust from powdered

    resin, and the relatively high wax content required to improve the affinity of the powdered

    resin to the wood surface (Chiu and Scott 1981; Maloney and Huffaker 1984).

    Early rotary drum blenders were 4 to 5 feet in diameter and 20 to 25 feet long (Coil 2002;

    Watkins 1981). By the early 1980s it was widely accepted that blender diameters of 8 feet

    and greater were required to ensure adequate resin coverage on the strands and/or wafers and

    to meet capacity requirements (Beattie 1981). At around this same time liquid resin

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    increased in popularity and a system was developed and adopted across the industry for

    metering liquid resin into the blenders and distributing it onto the strands. This system

    involved using a series of spinning disc atomizers (Beattie 1984; Coil and Kasper 1984; Lin

    1984). After several variations in the positioning of these atomizers within the blenders

    (Figures 4 and 5), a design was eventually accepted whereby the atomizers were mounted

    along a stationary shaft running down the length of the blender. The atomizers were

    positioned to disperse resin in a horizontal plane. Except for the plane of the spray pattern

    and the stationary shaft or boom, this design was similar to Turners design (Figure 4).

    Figure 4. Turners spinning disc blender showing a vertical spray pattern (adapted from:Beattie 1984).

    Resin spray

    region

    Spinningdisc Rotating

    shaft

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    Figure 5. Lignex spinning disc blender showing a diagonal spray pattern (adapted from:Beattie 1984).

    Modern blenders are provided nearly exclusively by Coil Manufacturing Limited of Surrey,

    British Columbia. Their blenders range in size from 8 feet in diameter and 20 feet long up to

    11 feet in diameter and 45 feet long; however, the 11 foot diameter blenders are most

    common in newer operations requiring relatively high capacity (Coil 2007b; Smith 2005).

    These blenders operate with strand volumes ranging from 25% to 50% of the blender volume

    and with a tilt angle of approximately 3. Blenders revolve at between 8 and 22 RPM

    depending on the blender diameter, number of flights, flight height, and resin type (Coil

    2008). As a general rule, liquid resins require higher speeds than powdered resins and as the

    diameter increases the speed decreases (Coil 2008).

    2.2 Discrete element method

    Discrete element methods (DEM), or distinct element methods as they are also known

    (Cundall 1989), are a family of numerical techniques suitable for modeling the movementand interaction of rigid or deformable bodies, particles, or arbitrary shapes that have been

    subjected to external stresses or forces (Bicanic 2004). As reported by Mustoe and Miyata

    (2001), most of these methods are based on cylindrical- or spherical-shaped particles because

    of the inherent ease in detecting contacts between particles. In recent years there has been an

    increased number of DEMs based on noncircular-shaped bodies, such as polygonal bodies,

    for specific applications. The vast majority of the commercially available software packages

    Resin sprayregion Spinning

    disc

    Resin

    feed

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    however, still rely on cylindrical- or spherical-shaped particles for 2D and 3D modeling

    respectively. These particles may be clustered and/or overlapped rigidly or elastically to

    form different shaped bodies (Collop et al. 2004; Mustoe 2001).

    DEMs are based on Newtons Second Law of Motion (Bertrand et al. 2005; Serway 2000):

    itotalii Fam ,= [1]

    or, itotali

    i Fdt

    xdm ,2

    2

    = [2]

    where:miis the mass of particle i,aiis the acceleration of particle i,xiis the position of particle i, and

    Fiis the total force acting on particle i.

    This equation is used to calculate the total force that acts on a particle due to a collision and

    is subsequently integrated to find the respective particles new velocity and distance of travel

    (Bertrand et al. 2005). During a simulation, the location of all particles is tracked at a

    specified time interval. When a collision between particles is detected Newtons Second

    Law of Motion is applied to determine each particles resulting position and velocity. Figure

    6 shows the steps of a typical DEM algorithm.

    Figure 6. Flow chart for operations performed in a typical DEM algorithm (Schafer et al.2001).

    Calculate force incrementcaused by each contact

    between particles

    Calculate velocity andposition increments caused

    by forces

    Find which particles havecome into contact

    t = t + t

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    Although the basis of the DEM approach is relatively straight forward, the computational

    requirements quickly become overwhelming when more than a few particles are present.

    Because DEMs are routinely used for simulating a large number of particles, the

    effectiveness of the method is largely dependent on the ability of the model algorithms to

    detect particle contacts quickly and efficiently (Bicanic 2004).

    There are several DEMs that have been developed for describing how the particles behave

    when they come into contact with each other. A typical DEM has the following features

    (Cundall 1989; Bertrand et al. 2005; Mustoe 2001):

    1. They allow finite displacements and rotations of discrete bodies, including complete

    detachment, and

    2. They recognize new contacts automatically as the calculation progresses.

    Two of the more commonly applied models include the linear spring-dashpot model and the

    Hertz Mindlin model. As Bertrand (2005) described, the principal difference between these

    two models is that the linear spring-dashpot model considers any particle contact to lead to

    inelastic deformation, while models based on Hertz theory considers this contact to lead to

    elastic deformation. There is no consensus on what model is best; however, DEM solutions

    (2008) report that the linear spring model is simpler because it requires less computationaloverhead. For EDEM, the selected software package for this research project, the Hertz

    Mindlin model is the default model because of its accurate and efficient force calculation

    (DEM Solutions 2008). This model was also used for the duration of this project.

    Ultimately, the choice of model will depend on the environment being simulated and the

    ability to validate the results. For additional information concerning the choice of models,

    Bertrand (2005) provides a reasonable explanation of several of the more commonly

    employed models. Additionally, Cundall and Strack (1979) and DEM Solutions (2008)

    provide information on the model algorithms.

    2.2.1Applications for discrete element methods

    The DEM was first pioneered by Cundall (1971) for problems involving rock mechanics.

    Since the early-1970s this method has branched out and adapted for use in a wide range of

    engineering applications. Mining has perhaps benefited most from DEMs where they have

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    been shown to be particularly effective at analyzing granular material flow, power draw, and

    liner wear in semi-autogenous grinding mills (Cleary 1998; Cleary 2006; Djordjevic et al.

    2004; McIvor 1983; Mishra and Rajamani 1992; Powell 1991). In addition to mining, other

    industries that have benefited include: pharmaceutical, chemical, agricultural, advanced

    materials, and food (Bertrand et al. 2005).

    An area that has gained recent attention is the modeling of granular material mixing. This

    topic covers a variety of industries, but its significance is seen most prominently in the

    pharmaceutical manufacturing arena. As Bertrand (2005) reported, even slight changes to

    ingredient properties or process operating conditions can have significant implications on the

    quality of a drug and/or resulting health effects. Consequently, pharmaceutical companies

    are reluctant to make process changes based on DEM results alone and still rely heavily on

    process monitoring to ensure quality (Bertrand et al. 2005).

    Despite the widespread use of DEMs in various engineering applications, it has never been

    used specifically for modeling the rotary drum blending of wood strand-based particles;

    however, its successful use in semi-autogenous grinding (SAG) and other rotating drum type

    processes suggests that it is possible (Kaneko et al. 2000; Moakher et al. 2000; Stewart et al.

    2001). In this process wood strands are deposited inside a rotating drum at the front end.

    The strands are then lifted by a series of flights and cascade and tumble along the drumlength. The dynamics of the process are similar to those encountered in a SAG mill;

    however, the process objectives more closely resemble those of pill coating in the

    pharmaceutical industry (Thibault 2008).

    In a rotary drum blender as the strands migrate along the drum length resin is applied in

    either liquid or powdered form. The objective is to maximize the resin deposition on the

    strands and the distribution of resin amongst the strands, while minimizing strand breakage.

    In a SAG mill the aim is to breakdown and grind the rocks. As mentioned, the objectives of

    resination are therefore more closely related to those of pill coating. In pill coating the pills

    tumble in a drum while a coating is sprayed onto them. Although the primary objective is to

    coat the pills, the pills must also remain intact in order to avoid contamination (Thibault

    2008). Because DEMs, and in particular the EDEM software package, have been used for

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    modeling both processes it is believed that this is a suitable method for modeling the rotary

    drum blending process as well.

    For this project a DEM will be used for simulating the trajectory and distribution of strands

    as the blender revolves. The primary challenges associated with its use are the relatively

    high slenderness ratio and thinness of the wood strands and the large quantity of strands in

    the process. Simplifications and assumptions will be required to assemble a model that can

    simulate the process with reasonable accuracy and within a reasonable time span.

    2.3 Friction

    Friction forces are a critical phenomenon when performing discrete element modeling. For

    objects that slide relative to each other the key friction properties are static and kinetic

    friction (Serway 2000). The only difference between the equations used for determining

    these two forms of friction is the relevant coefficient of friction, . This equation is known

    as Amontons Law (Equation 3).

    iNf FF = [3]

    where:iis either static kinetic friction, and

    FNis the normal force.

    If the shape of an object permits rolling to occur, such as a sphere, then the resistance to

    rolling manifests as a torque that opposes the direction of rolling, Tf(Equation 4). Rolling

    friction is caused by the deformation of either the rolling sphere/cylinder or the plane (Figure

    7).

    RNf FT = [4]

    where:FNis the normal force, andRis the rolling coefficient.

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    Figure 7. Diagram showing the pair of forces that determines the friction torque, whereFNisthe reaction force acting on the object by the plane andFgis the normal component of theobjects weight. The coefficient of rolling friction is the arm of the pair of forces (Domenechet al. 1987).

    According to Amontons Law, knowledge of the coefficient of friction is vital when

    examining the interaction between objects. Because this coefficient depends on the

    interaction between surfaces of different objects, it is most accurately considered to be a

    system property rather than a material property. This is particularly relevant for this research

    as true coefficients of frictions were not known. Instead coefficients were chosen based on

    the resemblance of the model system to the actual observed systems.

    For modeling the rotary drum blending process for wood strands there are broadly three

    systems of objects that must be considered: strands and flights, strands and drum liner, and

    the interaction between strands themselves. In light of the limited published information

    pertaining to the static coefficient of friction values for the aforementioned systems, a series

    of tests aimed at determining the respective values for the particular materials used in the

    laboratory was conducted. Because it was anticipated that during the modeling stage the

    drum liner and flights would be grouped as one material type, the strand and drum liner

    interaction was dropped and instead replaced with the strand and flight interaction properties.

    Classic theoretical research related to static and kinetic friction has shown that frictional

    coefficients are independent of surface area and contact pressure. However, more recently

    Bejo et al (2000) found that these generalizations are not necessarily true if at least one of

    the [objects] in the system is wood or a wood-based composite. As a result, the initial study

    Lower rolling friction Higher rolling friction

    Fg F

    F FN

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    -17-

    of this project focused predominately on determining the relationship between the range of

    contact pressures that may be encountered during blending and the friction coefficient.

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    CHAPTER 3

    LABORATORY DETERMINED COEFFICIENT OF STATIC FRICTION

    3.1 Introduction

    Friction coefficients are perhaps the most important material interaction property to consider

    when developing a rotary drum blending model based on the discrete element method

    because of the significant impact they have on particle dynamics (DEM Solutions 2008). As

    described in section 2.3, assigning the respective friction coefficients is complicated by the

    fact that the friction coefficients within systems involving at least one wood substrate are

    dependent on the contact pressure. The selected software package for this research, EDEM,

    assumes constant coefficients regardless of the contact pressure, as is widely accepted for

    most systems of materials. In addition, most of the published friction coefficient values for

    systems involving wood are based on clear wood blocks, rather than strands. Wood strands

    tend to be less smooth and relatively flexible, generally resulting in higher coefficients. As a

    result, a series of experiments were conducted in the laboratory to determine the impact of

    contact pressure and wood grain orientation on the coefficient of friction for wood on wood

    and wood on polyethylene (PE) systems of materials. Collectively, these experiments will

    investigate all of the material interactions that will occur during the simulations: strand strand, strand flight, and strand blender liner.

    It was hypothesized that the coefficient of friction would increase with decreasing contact

    pressure and that the coefficient of friction would increase from parallel parallel to parallel

    perpendicular and to perpendicular perpendicular grain orientation. These results will

    be used as a starting point for the initial development of the RDBM. Subsequently, blending

    experiments and simulations will be compared to adjust these values until there is close

    correspondence in the strand dynamics.

    Objectives:

    1. To determine the relationship between contact pressure and coefficient of friction for

    wood wood and wood PE systems of materials,

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    2. To determine the relationship between grain orientation and coefficient of friction for

    wood wood and wood PE systems of materials, and

    3. To determine the ratio between the coefficients of friction for wood wood and wood

    PE systems of materials.

    3.2 Materials

    A total of 40 sliced veneer, aspen wood strands were randomly selected from a 10.1 kg bag

    of strands. The strands had been previously cut to approximately 12 inches long by 1

    inches wide and 0.030 inches thick. Aspen strands were used in this case because it

    represents the predominant species used in the manufacturing of wood strand-based products

    in Canada (Industry Canada 2007). There were two requirements for the selected strands.

    First, the strands had to have an area that was at least 9 inches by 1 inches void of any

    splits, and second the strands could not exhibit excessive warp. Either of these flaws could

    impact the experiment.

    The selected strands were divided into two sets of twenty, one to be used as the primary

    surface and one to be used as the secondary surface. The primary surface strands were

    trimmed to 9 inches by 1 inches using a guillotine paper cutter, removing any splits or

    defects. The edges of the strands were then lightly sanded using 220 grit sandpaper to

    remove any burrs that might otherwise affect the test results. The secondary surface strandswere prepared in a similar manner; however, they were trimmed to 8 inches by 1 inch so that

    they would easily lay flat atop the primary strands without their edges contacting. If the

    edges were to come in contact the concern was that any remaining burrs may mechanically

    interlock, resulting in a confounded reading of the static friction coefficient. These relatively

    large strands were used for this experiment because it provided adequate room for weights to

    be added to the surfaces, as described in Section 3.3. Ultimately the surface area does not

    impact the friction coefficient so this was assumed to be a reasonable simplification for the

    test procedure (Serway 2000).

    The strands in each set were labeled 1 through 20 with the appropriate suffix added: a for

    the primary surface strands and b for the secondary surface strands (Figure 8). Each set of

    strands was then lightly clamped with a protective wood block on either face. Clamping

    helped to prevent the strands from warping before testing.

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    Figure 8. Photograph of sliced aspen veneer strands, (a) primary surface and (b) secondarysurface.

    In addition to the wood samples, two HDPE specimens were also prepared. The samples

    were removed from an extra 5 inches T-flight for the 6 foot by 3-foot Coil laboratory

    blender. The flight was trimmed into two specimens measuring 9 inches by 4inches and

    8 inches by 1 inches. The edges of the samples were also sanded using 220 grit

    sandpaper to remove any burrs and then washed in warm water and left to air dry.

    3.3 Procedure

    The experimental procedure is based on the inclined plane technique (American Standardsfor Testing and Materials 2002a; American Standards for Testing and Materials 2002b; Bejo

    et al. 2000). This method was selected because of its relative simplicity and the shape of the

    test specimens. A photograph of the testing apparatus is shown in Figure 9.

    a b

    1-inch

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    Figure 9. Inclined plane jig with the various components indicated ((1)scissor lift, (2)measuring guides, (3)platform with stop block, (4) raisedprimary surface platform, (5)bullseye level, (6)base, and (7)leveling glides).

    The coefficient of static friction for the system involving two wood strands was determined

    using five combinations of primary and secondary surface strands. These combinations were

    generated using a random number generator in Microsoft Excel (Table 3).

    Table 3. Strand combinations used for static friction coefficient tests.

    Pair Primary surfacestrand

    Secondary surfacestrand

    1 9 182 5 173 14 184 19 95 8 11

    Because of the orthotropic nature of wood, each combination was tested for all three

    combinations of grain orientation. In addition, seven contact pressures were used to study

    the impact contact pressure has on the coefficient of static friction. The included orientations

    and target contact pressures are listed below:

    1. Strand orientations (secondary on primary): parallel - parallel, perpendicular

    perpendicular, and perpendicular - parallel.

    2. Target contact pressures: 23 Pa, 47 Pa, 94 Pa, 188 Pa, 375 Pa, 750 Pa, and 1500 Pa.

    2

    1

    3

    6

    7

    7

    4

    2

    5

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    For each orientation the primary surface strand was attached to the raised primary platform

    using double-sided tape. The platform was then placed on the inclined plane in contact with

    the stop block.

    The secondary surface strand was attached to one of two sled designs (Figure 10) also using

    double-sided tape. For the first two strand orientations the sled equipped with dowel

    extensions was used for contact pressures greater than, and including, 188 Pa. Weights were

    hung from the extensions to adjust the contact pressure (Figure 11). For contact pressures

    less than 188 Pa, the sled equipped with an adhesive surface was used. This was necessary

    as the first sled produced a contact pressure that was greater than 94 Pa without the addition

    of any weights. Small weights were attached to the adhesive surface of the second sled to

    adjust the contact pressure. For the third strand orientation the second sled was used

    exclusively. Because the contact surface area was significantly less for the third orientation,

    the weights had to be reduced accordingly to achieve the appropriate contact pressure. For

    each pair of strands the same surfaces were in contact for the three orientations tested.

    Figure 10. Two sleds used for the inclined plane test, (left)sled equipped with dowels forlarger contact pressures and (right)sled equipped with adhesive surface for lower contactpressures.

    1-inch

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    Figure 11. Photograph of the testing procedure for the coefficient of static friction of woodstrands using the inclined plane technique, showing a parallel parallel orientation.

    For the coefficient of static friction tests involving wood strands and HDPE the same test

    format was followed, including three orientations and seven contact pressures. Instead of

    using a variety of HDPE samples however, only two were used. The larger HDPE sample

    was used for the first two orientations and the smaller sample was used for the third

    orientation. In all three cases the HDPE was the primary surface and the wood strand was

    the secondary surface. The HDPE sample was placed directly on the inclining plane in

    contact with the stop block for the first two orientations. For the third orientation the HDPE

    was attached to the raised platform, which was then placed on the inclined plane. The raised

    platform added stability to the HDPE sample, preventing it from shifting during the tests.

    The same secondary surface strands from the first set of tests were used for this second set of

    tests. The secondary surface was prepared identically as before using the two sleds.

    After the strands were mounted to the respective surfaces the testing apparatus was leveled

    using the adjustable glides. The appropriate weight was then added to the sled. The angle of

    inclination was slowly increased until the secondary surface began to slip along the primary

    surface. The heights from the base of the apparatus to two predetermined points along the

    inclined plane as well as the distance between those two points along the inclined plane, the

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    hypotenuse, were recorded when the sled began to slip. These measurement points remained

    constant across all of the tests. The coefficient of static friction was then determined

    according to Equation 5. This procedure was repeated for each contact pressure, strand

    orientation, and system of materials. The complete set of results were then analyzed using

    SAS version 9.1 to develop a model that predicted the coefficient of static friction based on

    the material combination, orientation, and contact pressure.

    =

    l

    hh 12arcsintan [5]

    Figure 12. Schematic of inclined plane jig showing measurement locations for Equation 5.

    3.4 Results

    The test results aimed at determining the coefficients of static friction for strand to strand and

    strand to flight interactions clearly showed a decreasing coefficient of static friction value for

    increasing contact pressures (Table 4, Figure 13, Table 5, and Figure 14). This is particularly

    apparent when increasing from 23 Pa to 94 Pa. The coefficient of static friction appears to be

    constant for pressures greater than and including 94 Pa. These results are consistent with

    hypotenuse, l

    height 2, h2 height 1, h1

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    those obtained by Bejo et al. (2000). Bejo found that as the contact pressure decreased below

    approximately 5 kPa the coefficient of static friction increased substantially. Above 5 kPa the

    static friction coefficient began to stabilize. It was also found that the grain orientation had a

    considerable impact

    Table 4. Summary of test results for the coefficient of static friction between two woodstrands at 22C and 55% relative humidity

    1.

    Approximate contact pressure (Pa)Primarystrand

    orientation

    Secondarystrand

    orientation23 47 94 188 375 750 1500

    Parallel Parallel Mean 0.63 0.55 0.53 0.49 0.41 0.44 0.41COV % 24 21 19 17 26 20 25

    Perpendicular Perpendicular Mean 0.88 0.81 0.77 0.66 0.64 0.63 0.70COV % 13 12 19 12 12 18 6

    Parallel Perpendicular Mean 0.89 0.60 0.50 0.51 0.41 0.36 0.35COV % 28 11 20 15 10 12 11

    1Average ambient strand moisture content was 9.2%.

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1

    0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600

    Contact Pressure (Pa)

    StaticC

    OF

    PERP/PERP

    PAR/PERP

    PAR/PAR

    Figure 13. Static coefficient of friction between two wood strands for increasing contactpressures and different strand sample orientations.

    Perpendicular - Perpendicular

    Parallel - Parallel

    Parallel - Perpendicular

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    Table 5. Summary of test results for the coefficient of static friction between a wood strandand HDPE at 22C and 55% relative humidity

    2.

    Approximate contact pressure (Pa)Primarystrand

    orientation

    Secondarystrand

    orientation23 47 94 188 375 750 1500

    Parallel Parallel Mean 0.31 0.30 0.26 0.22 0.24 0.25 0.24

    COV % 16 23 12 12 8 6 16Perpendicular Perpendicular Mean 0.38 0.31 0.29 0.29 0.29 0.28 0.28COV % 18 10 9 6 1 8 5

    Parallel Perpendicular Mean 0.39 0.40 0.32 0.29 0.26 0.26 0.27COV % 20 20 12 20 27 12 17

    2Average ambient strand moisture content was 9.2%.

    0.00

    0.05

    0.10

    0.15

    0.20

    0.25

    0.30

    0.35

    0.40

    0.45

    0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600

    Contact Pressure (Pa)

    StaticCOF

    PERP/PER

    PAR/PERP

    PAR/PAR

    Figure 14. Static coefficient of friction between a wood strand and HDPE for increasingcontact pressures and different strand and HDPE sample orientations.

    The test results were analyzed using multiple regression analysis in SAS version 9.1. A

    logarithm transformation was necessary to normalize the data so that a model could be fit

    that accurately predicted the static friction coefficient (Equation 6), while meeting the

    assumptions of multiple linear regression analysis at a = 0.05 (Kleinbaum 1988).

    Perpendicular - Perpendicular

    Parallel - Parallel

    Parallel - Perpendicular

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    )()( 2101010 xbxLogbbs++=

    [6]

    where:sis the predicted static friction coefficient,xis the contact pressure in pascals, andbiis the predicted parameters for i= 0 to 2.

    The appropriate coefficients for the respective systems of materials and orientation are shown

    in Tables 6 and 7. In general, these results show an approximate 2:1 ratio between the static

    coefficient of friction for wood to wood and wood to HDPE. The complete SAS analysis is

    included in Appendix A. It is important to note that this relationship has only been verified

    for the range of data presented above and at the ambient temperature and relative humidity

    encountered during the test, i.e. approximately 21oC and 50% respectively.

    Table 6. Regression parameters for determining the coefficient of static friction between twowood strands at 22C and 55% relative humidity.

    Primary strandorientation

    Secondary strandorientation

    b0 b1 b2

    Parallel Parallel 4.242 x 10-2 -1.748 x 10-1 8.835 x 10-5

    Perpendicular Perpendicular 1.112 x 10-1 -1.290 x 10-1 8.835 x 10-5Parallel Perpendicular 2.454 x 10-1 -2.634 x 10-1 8.835 x 10-5

    Table 7. Regression parameters for determining the coefficient of static friction between awood strand and HDPE at 22C and 55% relative humidity.

    HDPE orientation Strand orientation b0 b1 b2

    Parallel Parallel -3.530 x 10-1 -1.222 x 10-1 8.835 x 10-5

    Perpendicular Perpendicular -2.842 x 10-1 -1.216 x 10-1 8.835 x 10-5Parallel Perpendicular -1.500 x 10-1 -1.179 x 10-1 8.835 x 10-5

    3.5 Conclusions

    The coefficient of static friction tests confirmed previous work by Bejo et al. (2000) where it

    was found that, contrary to classical theoretical research pertaining to friction, the coefficient

    of static friction is in fact dependent on the contact pressure between surfaces when at least

    one surface is wood. In general, the contact pressure and coefficient of friction were

    inversely related, as the contact pressure decreased the friction coefficient increased and

    vice-versa. It was also found that the coefficient of friction was highest when the wood

    grains were aligned perpendicular - perpendicular and least when they were aligned parallel -

    parallel to the sloped plane. Finally, the relationship between the coefficient of friction

    between two aspen strands versus that between an aspen strand and HDPE was found to be

    approximately 2:1.

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    These findings suggest that knowledge of the contact pressures encountered during the

    blending operation is necessary to fully describe the slipping of strands in the RDBM.

    Because the currently available discrete element modeling software packages are unable to

    accommodate for a variable coefficient of static friction, a value must be selected that results

    in the most accurate resemblance between the RDBM simulations and the actual observed

    dynamics. As an initial starting point for the model validation process, the average of the

    two extreme strand orientations will be used together with the average of the higher, more

    rapidly changing friction coefficients (contact pressure 188 pa) and the lower, more stable

    friction coefficients (contact pressure >188 pa).

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    CHAPTER 4

    DETERMINATION OF SUITABLE MATERIAL AND INTERACTION

    PROPERTIES FOR USE AS INPUT PARAMETERS IN THE RDBM

    4.1 Introduction

    The RDBM required the input of three mechanical properties for each material used in a

    simulation and three interaction properties for each pair of materials that may come in

    contact during a simulation (Tables 8 and 9). While all of these properties must be included

    for a simulation to be initiated, not all of them have a significant effect on the bulk strand

    dynamics. Instead, some of these properties are only significant outside of the tested ranges

    and/or are used for measuring incidents of little consequence to this study, such ascompressive forces acting on the particles. Because this research is focused predominantly

    on measuring the bulk strand flow within a rotary drum blender, it is only necessary to select

    representative values for those factors that are vital to the accurate representation of said

    strand flow.

    Table 8. Required material and interaction properties for the RDBM.

    Material properties Interaction properties

    Modulus of rigidity (G) Coefficient of restitutionPoissons ratio () Coefficient of rolling frictionDensity () Coefficient of static friction

    Table 9. Materials used and materials that may come in contact in the RDBM.

    Materials Interactions

    Aspen wood strands Strand - StrandPolyethylene

    1 Strand - Polyethylene

    1Polyethylene (PE) has been used here to describe both the high density polyethyleneflights (HDPE) and the ultra high molecular weight polyethylene drum liner(UHMW). This will be discussed further in section 4.2.1.

    Focusing on the behavior of the overall system introduces several inherent challenges. First,

    published values for these properties are typically based on measurements taken of individual

    pieces of clear wood samples. These values may or may not be accurate for characterizing

    the behavior of large collections of strands. They do however provide a useful foundation for

    beginning such research. Second, these properties must also incorporate other events that are

    occurring in an actual rotary drum blender but are not able to be incorporated into the model

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    because of constraints, such as the representation of strands using a series of spheres or the

    lack of any air flow dynamics in the model.

    In addition to potentially affecting the strand dynamics, preliminary simulations and

    literature (DEM Solutions 2008) have also shown that the material properties have a

    significant impact on the processing time for a simulation. The processing time increases

    with increasing shear modulus of rigidity and decreases with increasing density and

    Poissons ratio. If it can be found that any of the above listed material properties do not

    significantly impact the bulk material dynamics then values may be chosen that minimize the

    time required for processing a simulation. The relationship between the density, ; modulus

    of rigidity, G; Poissons ratio, ; particle radius,R; and processing time as represented by the

    idealized time step, TRis (DEM Solutions 2008):

    +=

    G

    RTR

    8766.01631.0. [7]

    In this case where strands are being modeled, the particle radius refers to the individual

    particles, or spheres, that are joined to form a strand. As a result, the particle radius is inch

    as will be discussed further in Section 4.2.2.

    This study was therefore divided into two distinct phases. The first phase consisted of two 2-

    level, full factorial experimental designs aimed at determining which material properties and