Compression Wood Project - Client report number 211-317file/crwood... · Client Report : Compression Wood Project - Interim Report Client report number 211-317 Prepared for : Mr Bob

Client Report : Compression Wood Project - Interim Report Client report number 211-317

Prepared for : Mr Bob Selmes

4th March 2004

Compression Wood Project – Interim Report

BRE Client Report No. 207-859 Building Research Establishment Ltd 2004 Commercial in confidence

Prepared by

Signature

Name T N Reynolds

Position Senior Consultant

Approved on behalf of BRE

Signature

Name Dr Vahik Enjily

Position Director of Centre for Timber Technology and Construction

Date 4th March 2004

BRE Bucknalls Lane

Garston Watford

WD25 9XX

Tel : 01923 664000 Fax: 01923 664010

Email : [email protected]

Website : www.bre.co.uk



Executive Summary This report details the summary results, progress and activity to the end of year 3 (Feb 2004) on the following project, entitled: "WOOD CHARACTERISTICS -The influence of compression wood on timber quality". The project aim is to achieve a greater understanding of the influence of compression wood on timber quality. Report Summary: • Work on determining compression wood properties and in evaluating in-line 3D log

sorting for compression wood has gone very well – yielding useful results. • Compression wood was found to have little effect on stiffness and therefore should

not be a significant variable in predicting machine grader output (Indicating Property). However, because compression wood is denser than normal wood whilst at the same time having apparently higher rate of growth (in terms of ring width); this tends to undermine the normal relationship between stiffness, rate of growth and density.

• Compression wood was found to occur in straight, round logs – often leading to serious distortion because the compression wood was consistently along one edge or side of a batten. Log ovality was not found to be a good indicator of the likelihood of compression wood being present in battens. The most likely explanation is that the compression wood for the most part falls outside of the common area.

• It appears unlikely that a revised STUD model will have a high level of success in predicting distortion because it is simply not possible to determine with any certainty the extent and nature of compression wood below the surface, without cross cutting into sections. Because of the generally lower level of compression wood and distortion in the current set of timber and the fact that detailed STUD data already existed, the models were re-worked using compression wood variables alone. The rate of prediction is described as successful by the modeller; however they account for only 40% of the variance.

• Investigations into the potential of image analysis, laser tracheid effect and X-rays to identify compression wood in battens has taken place, but these methods are not capable of resolving below the surface details with sufficient resolution.

• Preliminary recommendations for dealing with compression wood have been formulated. In general it is recommended that compression wood rich material should be ear-marked for applications were it will not be allowed to dry out unrestrained, or where it is well-restrained in service e.g. timber frame. Generally, compression wood in large sizes of timber such as joists will have a more serious effect than on shorter, smaller sections such as timber frame studding. One solution might be to cut down 200mm joists into 100mm studding on indications of high compression wood content. This will, however, require an advanced scanner to be placed in-line. It is important to realise that the opportunity for close inspection of battens probably only currently occurs during grading and that if re-sizing is performed the material will have to be re-graded. The particular need to effectively deal with compression wood in laminated re-engineered timber products has been highlighted.

Planned work: Further refinement of the STUD predictive timber model, in particular for twist and timber strength. Next output: Final EU Report due July 2004



Contents

1. Introduction 1 2. Progress and Activity 3 3. Results 6 3.1 Test work on small samples 6 3.2 Relating scanned log shape to compression wood 13 3.3 Relating pith eccentricity to compression wood 20 3.4 Effect of compression wood on grading and strength 21 3.5 Effect of compression wood on distortion 22 3.6 Methods of detection 30 4. Preliminary recommendations for compression wood 33 5. Conclusions and further work 35 References 35

Appendix 1 - Site and Stand Characteristics Appendix 2 - Sawn Timber Testing Protocol Appendix 3 - Initial Report on Models of Spring and Bow



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1. Introduction General: This report details the preliminary results, progress and activity to the end of year 3 (Feb 2004) on the following project, full title: "WOOD CHARACTERISTICS -The influence of Compression Wood on timber quality". This project is key matched funding for the EU Compression Wood Project due to end in May, with report deadlines in June 2004. Final conclusion to the project is dependent on refinement of the modelling work and results from other EU colleagues. Project Details: PPD99 (BRE project no. CV7502) The BRE Project Manager is Tim Reynolds (01923 664832, [email protected]) Other key contributors: Gerald Moore, Keye Liu, Keith Maun, Jean Tunnicliffe-Wilson (external consultant) Background: The project relates to work required to support the Policy and Practice Division’s crop quality programme. It will combine and enhance work in Contract FPD 44 completed March 2000 and Contract PPD51 completed March 2001 with EC project QLRT-2000-00177 concerned with Compression wood in conifers “The Characterisation of its Formation and its relevance to Timber Quality” (COMPRESSION). Recent work completed to relate growth characteristics to machine grade (MG) stiffness has identified the possible significance of compression wood on MG stiffness. This was established using the data collected for growth characteristics of Sitka and Norway spruce battens analysed within the European shared cost ‘STUD’ project. Compression wood was a significant variable for the model developed within STUD to predict kiln drying distortion (twist, bow and spring) from the measured characteristics. Objectives: • To enhance the BRE/FC model to predict stiffness within the EC Compression Wood

project. • To assess quantitatively the impact of compression wood on micro-structural,

physical and mechanical properties. • To minimise the negative impact of compression wood during the various steps of

processing by developing adequate processing/ treatment methodologies at laboratory and industrial scale.

• To develop new methods for identifying the presence of compression wood in saw logs and battens.

• To compile an overall evaluation of the impact of compression wood on the utilisation of softwood timber and suggest solutions to minimise this impact both at processing and industrial level.

• To enhance and verify wood quality models using information gained above concerning compression wood.

• To communicate the results and conclusions to the relevant forestry and industrial sectors (end users) and seek their feedback and comments.



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General Method: • Sample logs from four characterised Sitka spruce forest stands. • Survey forest products industry to establish economic aspects of occurrence of

compression wood. • Establish tree and log characterisation using 3D scanning techniques at a sawmill • Classify compression wood content • Determine physical and mechanical properties of wood containing different amounts

of compression wood. • Analyse industrially cut timber containing compression wood and industrial

processes to minimise the impact of compression wood. • Assess sampled material for end use quality by 3D log scanning, machine stress

grading, drying trials and growth features to link with BRE models. • Develop an enhanced model for stiffness and drying distortion with the help of an

external consultant (modeller) using the new compression wood information. Outputs: Concise information notes and information for the Forestry Commission describing: • Enhanced stiffness model. • Definition of compression wood severity classes for structural timber use. • Improved timber quality models. • Recommendations to obtain a long-term improvement in the quality of softwood

timber. • Closing report. Impact: Enhancements to the stiffness/distortion models through a better understanding of compression wood will give BRE/FC a more powerful modelling tool for predicting machine stress grade stiffness and drying distortion from growth characteristics of battens and logs. It will allow further moves towards an integrated Timber Quality model linking forest management with sawn product (end-uses). It will give valuable information to forest managers to improve their tree crops, and enable a long-term improvement in the quality of softwood timber in terms of mechanical properties (strength and stiffness) and geometrical stability (warp, distortion) related to the occurrence of compression wood. The general effects of compression wood on the performance of timber are believed to be a reduction in the strength, stiffness and in dimensional stability. An Industrial process will be developed to minimise the effect of these and therefore improve the quality of end products and reduce losses in financial outcome.



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2. Progress and Activity Project Planning: BRE has attended and contributed to the following project planning meetings: • Project kick-off meeting (Edinburgh, June 2001) • 6 month meeting (Florence, Jan 2002) • 12 month meeting (Garpenburg, June 2003) • 18 month meeting (Strasbourg, December 2003) • 24 month meeting (Joensuu, July 2003) • 30 month meeting (Freiburg, Nov 2003) • BRE hosted 2 UK compression wood meetings to discuss results (BRE and FR) • BRE discussed results of the programme of small clear testing with Chalmers

University (Feb 2004) • BRE produced a detailed work plan (see Appendix 2), in consultation with other

partners Main Work Programme: • BRE has assisted with the protocol for sampling strategy and measurement of logs. • BRE has assisted with and carried out extraction, field characterisation, marking and

numbering of around 200 sawlogs from 4 stands of Sitka spruce (3 site trips); site codes FR1, FR2, FR3 and FR4 (detailed in the Appendix)

• BRE has carried out 3 operations at Troon sawmill obtaining "optimised" 3m battens in commercial sizes (47x100mm, 47x150mm, and 47x200mm) and collecting data from the 3D scanner

• A program to decode, display and output 3D log scanning data has been developed • Routines to convert 3D scanner data into formats suitable for processing in other

analysis and graphical software such as XL, Surfer and Axum have been developed. • Distortion measurements have been made on all of the 47x100mm battens at green

in the sawmill. • Work on distortion characteristics (bow, spring, twist, cup) and conditioning to in

service condition has been completed on all 500 Sitka spruce battens obtained. • Analysis of the distortion characteristics observed so far has been carried out. • Machine grading and analysis of the results has taken place on battens for all 4 sites • Slope of grain measurements have been made on selected falling boards in N/S/E/W

quadrants from site FR1 • Slope of grain measurements have been made on all 500 battens • Visual grading and characterisation has been carried out on all timber from FR1 and

FR2 • Rate of growth, dry density, percentage of juvenile wood and batten position and

orientation data have been recorded on all of the timber obtained. • MOE and MOR values have been obtained for 47 x 150mm battens from FR1 • MOE values have been obtained for 47 x 100mm battens from FR1 • A preliminary assessment has been made of a Solartronic laser scanner to detect

compression wood from sample battens • Investigation into X ray and image analysis of compression wood rich timber has

taken place



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• Trials have taken place using the Wood Eye scanner at BRE to detect compression wood

• Analysis and testing of small clear samples taken from selected FR3 and FR4 200mm size battens and a separate consignment of curved logs from FR3 and FR4 has been completed.

• Testing of a further batch of small clear samples obtained from material supplied by James Jones Ltd, which were rich in compression wood, is nearing completion.

• BRE carried out detailed analysis of 149 battens from an additional stand of Sitka spruce (Scotch Coultard), including distortion measurements, machine grading, slope of grain and compression wood measurement, and testing 30 selected battens to destruction for MOE and MOR. This additional testing was part funded by a contribution of £1k from Forest Research but brought into the main work because of the high levels of compression wood in the sample.

• An assessment of the effects of compression wood on re-engineered timber has taken place.

• BRE recorded and processed pith eccentricity from 186 disc images supplied by Forest Research

• Modelling analysis for FR1, FR2, FR3, FR4 bow and spring distortion using compression wood variables has been performed, with re-analysis of a sample of timber from the STUD project with higher levels of compression wood also being undertaken. The results of the modelling to the current set of timber need further refinement.

BRE also carried out field and sawmill work on a stands FR5 and FR6 of Scots pine and have dried the material at BRE, however work on this species falls outside of the scope of this project. Dissemination and End User Focus Group • BRE produced dissemination material and organised updates to the main website

(http://www.forestry.gov.uk/compressionwood) • BRE produced a projects page on the BRE website

(http://projects.bre.co.uk/compressionwood/index.html) • BRE has produced and distributed 4 newsletters ("Best Utilisation") containing

information on this project to UK sawmills • BRE has produced and distributed display boards • BRE has disseminated the project outline and preliminary results at the following

events:

1. Kiln Drying Projects Meeting: 25th October 2001 at Dower House, Edinburgh 2. STRAIGHT Kick Off Meeting: 14th & 15th October 2001, Enniskillen, Ireland 3. Timber Quality Meeting, Roslin 18th Oct 2002 4. Meeting with a representative of a major sawmill (T B Jones) at BRE on 26 Nov 2002



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5. BRE presented project results at a meeting with five major sawmill operators at BRE on 28th Nov 2002 6. BRE presented project results at a meeting with Forest Enterprise at BRE on 28th April 2003 7. BRE presented project results at the Timber Quality Meeting, Roslin April 2003 8. BRE presented project results at the Timber Quality Seminar, Roslin, Oct 2003 9. BRE presented the results to a meeting with 11 representatives of James Jones Ltd (sawmillers), at BRE on 23rd Feb 04.

• A questionnaire to sawmills and wood processors was produced by BRE and

circulated. The UK replies have been entered into a database. • BRE has submitted a paper for WCTE 2004 on the results of the mechanical tests

and grading on British grown Sitka spruce



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3. Results 3.1 Test work on small samples The objective of the work was to determine the physical properties (density, strength, stiffness and shrinkage) of British grown Sitka spruce containing normal wood and compression wood. A number of small scale samples were obtained from selected 200mm battens from stands FR3 and FR4 (see Appendix for site details), and from an additional sample of small curved logs from FR3 and FR4. Ten small curved logs were sent to BRE, 2 of which contained significant compression wood, whilst the remaining 8 contained insignificant levels. The two logs with compression wood came from the same scientific tree FR4-487 at 7.24m and 8.21m – and are therefore top logs. It was noted that these two logs had pronounced pith eccentricity of 1.46. Figure 1 (below) shows the section of one log from which some of samples were obtained:

Figure 1: Log section showing compression wood (dark bands) and eccentric pith.

The samples were prepared in 2 sizes:

• 10mm x 20mm x 200mm for shrinkage tests with precise measurement of radial, transverse and longitudinal shrinkage from green to nominally 18% and 12% moisture contents

• 20mm x 20mm x 300mm for shrinkage tests (nominally 18% to 12% moisture

content) and small clear testing to BS 373 (MOE and MOR); with additional Edyn measurement at Chalmers University

The programme of testing the 20 x 20mm small clear samples was as follows:

• Sample dimensions recorded at green and 18% moisture content • MOE measured at BRE at 18% • Edyn measured at Chalmers at 18% • Samples conditioned at BRE from 18% to 12% • Sample dimensions recorded at 12% • MOE and MOR measured at BRE at 12% • Dry density recorded

Some further work is not yet fully complete:

• MOR tests on 2nd batch of high CW samples and microfibril angle measurements



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Figures 2 and 3 (below) show shrinkage test results of samples taken from eccentric pith logs, indicating that the bands of compression wood exhibit marked longitudinal shrinkage compared with juvenile wood

EU Compression wood project - shrinkage samplesLongitudinal shrinkage

1-2-14B to 1-2-7B and 1-2-1B to 1-2-6B

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

Position across longest diameterbark (left) to pith and then pith to bark (right)

Long

itudi

nal s

hrin

kage

, gre

en to

45%

RH

and

grr

en to

ov

en d

ry, a

s %

of g

reen

leng

th

PITH

Figure 2: Longitudinal shrinkage test results (compression bands are to the left). The grey bar represents shrinkage from green to 45% RH (nominally 12% mc)

EU Compression wood project - shrinkage samplesLongitudinal shrinkage

1-2-14A to 1-2-7A and 1-2-1A to 1-2-6A

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

Position across longest diameterbark (left) to pith and then pith to bark (right)

Long

itudi

nal s

hrin

kage

, gre

en to

20/

90 a

nd g

reen

to 2

0/65

, as

% o

f gre

en le

ngth

PITH

Figure 3: Longitudinal shrinkage test results (compression bands are to the left) The black bar represents the shrinkage from green to 90% RH (18% mc)



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Figures 4 and 5 (below) show the difference in longitudinal, tangential and radial shrinkage of specimens of compression wood (bottom) and normal wood (top), during conditioning through a range of moisture contents.

EU Compression wood project - shrinkage through range of moisture contentsSample 1-2-5B

-2

0

2

4

6

8

10

020406080100120140

Moisture content

Shrin

kage

as

% o

f gre

en d

imen

sion

Long.Tan.Rad.

Figure 4: Normal wood with low longitudinal shrinkage

EU compression wood project - shrinkage through range of moisture contentsSample 1-2-12B

-2

0

2

4

6

8

10

0102030405060708090100

Moisture content

Shrin

kage

as

% o

f gre

en d

imen

sion

Long.Tan.Rad.

Figure 5: Compression wood sample with higher longitudinal shrinkage and lower

radial and tangential shrinkage compared with normal wood.



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It is possible using the results of shrinkage tests to calculate the theoretical bow and spring of a batten using the following formula (detailed in BRE Digest 229): Bow at mid-length, bm = ( L2 / 8d ) x difference in strain between the two faces where, L = length over which distortion is measured, and d = thickness of the batten. Thus when considering a batten for which one face is mild compression wood typical of that encountered in this study, and the other normal wood, the maximum bow over 2m is about 50mm and the maximum spring 25mm. This suggests that, generally, bow caused by compression wood will be greater than spring.



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The results of the programme of small clear bending tests allow, for example, stiffness measured dynamically (Edyn) to be compared with MOE as measured during a static bending test (Figure 6, below)

MOEstat v Edyn

y = 1.3648xR2 = 0.7111

0

2000

4000

6000

8000

10000

12000

14000

16000

0 2000 4000 6000 8000 10000 12000

Edyn

MO

Esta

tic

Series1Linear (Series1)

Figure 6: Edyn v. MOE in static bending tests



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Figure 7 (below) shows the results of static bending test stiffness v. compression wood content. The graph shows that there is a slight trend towards lower stiffness with increasing compression wood. This trend is even more marked when comparing specific stiffness (Figure 8), ie stiffness/density

MOE v CW content

y = -418.38x + 7827.3R2 = 0.2482

0

2000

4000

6000

8000

10000

12000

0 0.5 1 1.5 2 2.5 3 3.5

Compression Wood Content (0=none...3=high)

MO

E (N

/mm

2)


Figure 7: Stiffness v. Compression Wood Content

Specific Stiffness (MOE/density) v CW

y = -1.6119x + 18.57R2 = 0.5291

0

5

10

15

20

25

0 0.5 1 1.5 2 2.5 3 3.5

Compression Wood Content (0=none...3=high)

Spec

ific

Stiff

ness


Figure 8: Specific stiffness v. compression wood content



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The implications of the slightly lower stiffness of the compression wood (due most likely to the higher microfibril angle), on a volume by volume basis, is that compression wood per se will have no effect on machine grading which works by measuring stiffness (Eplank). This also suggests that compression wood will not be a significant variable in a model which might aim to predict machine grader output or Indicating Property (IP). In any case, the grade determining low mean IP is very often at some knot position. Table 1 (below) shows a comparison of the mean densities of the samples:

Table 1 Density

Compression Wood Content

Mean density at 18% m/c (kg/m3)

0 = none 1= slight 2= moderate 3= high

422 439 442 492

Whilst compression wood may have no effect on the output of the machine grader in terms of affecting Eplank or IP, there is an effect on timber grading in general because for any grade there are requirements for stiffness, strength and density. Density is important for connection design, particularly in bearing. Compression wood, although having no effect on stiffness, causes other problems for modelling, significant variables for which are density and rate of growth. Because compression wood is associated with eccentric growth about the pith - by definition the rate of growth is higher; whilst at the same time density increases markedly, yet there is no corresponding increase in stiffness. In this study, compression wood was found to have no influence on strength (MOR), although because of the increased density of compression wood, specific strength (ie MOR/density) tends to reduce with increasing compression wood.



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3.2 Relating scanned log shape to compression wood content The objective of the work was to determine the relationships (if any) between log shape characteristics such as log curvature (bow) and ovality to the formation of compression wood. In addition, comparison could be made of the site and stand characteristics and of the parts of the trees (eg butt log or upper logs), or battens (eg box pith or outer pieces) most prone to compression wood. The work comprises an investigation into the potential of in-line log and batten sorting by 3D laser scanner, comprising the analysis and selection of:

• 68 trees • 186 logs • 488 battens

These were scanned at Wilson’s sawmill and the encoded binary data processed at BRE. Figure 9 (below) shows the BRE developed program for viewing and extracting log data:

Figure 9: BRE log viewer program



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Figure 10 and 11 (below) show log outline data:

Figure 10: Log outline curves

Figure 11: Log profile

-200

-150

-100

-50

0

50

100

150

200

-200 -150 -100 -50 0 50 100 150 200

30 & 210 Angle Log Outline

-200

-150

-100

-50

0

50

100

150

200

0 100 200 300 400 500 600 700 800 900

Log Height (mm)

Rad

ius

(mm

)

Series1Series2



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Figure 12 (below) shows the 3D data for one log, plotted as two overlapping grids (upper and lower sets of data), using surface interpolation software. This image shows branch swellings which corresponded to field measurements of whorl positions.

Figure 12: 3D log data plotted as two overlapping surfaces The battens were assesses for compression wood content using the method described in Appendix 2. It is important to note, when comparing the amount of compression wood in battens to the tree shape, that the battens do not represent the whole tree section. This is particularly true for logs with high bow or pronounced ovality. Material in falling boards may be rich in compression wood (eg compression wood forming in later tree life), but this compression wood may not be represented in the battens. Very bowed logs will be excluded under normal grading rules.



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Table 2 (below) gives the format of the log codes:

Table 2 Log Code

Stand Tree Number

Height of log (m)

Example FR1 44 3.87 The following details a compression wood summary for a number of notable logs and battens:

• FR2 – 44 – 3.87: curved log, lots of compression wood at curve, 2 out of 4 battens from the log badly bowed.

• FR2 – 127- 0.5: log with large butt sweep, no compression wood, 2 out of 3 battens twisted

• FR2 – 79 – 0.51: log with large butt sweep, no compression wood, one batten very twisted, the other ok.

• FR2 – 210 -0.45: straight log, compression wood on edge of battens, 3 out of 4 battens sprung, 1 also bowed.

• FR2 – 44 – 7.09: straight, lots of compression wood, all battens bowed and sprung

• FR2 – 133 – 6.7: straight log with curved base, compression wood is at other end, both battens twisted.

• FR1 - 9 - 6.96 / 0.58 / 3.78: tree with the most compression wood of all, straight tree, slight butt sweep.

• FR1 – 70 – 6.8: curved log, high compression wood content • FR1 – 133 – 3.52: straight but flat profile (max dia/min dia. = 1.14), high

compression wood content • FR4-554-0.55: straight, round but high compression wood • FR4-558-3.54: pronounced bow, but low value, high compression wood content. • FR4-238-0.7: high consistent bow, low compression wood • FR4 – 554 -0.55: butt log with slight sweep otherwise straight and round,

yielded 1 batten with highest compression wood content of all. • FR3-148-7.01: upper log, straight and round, yielded 1 batten with second

highest compression wood of all • Of the battens which had the top 18 compression wood content: only 3 came

from butt logs, whilst 5 came from middle logs and 10 came from top logs. • Around half of the battens assessed had nil or very little visible compression

wood on the surface



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Figure 13 (below) shows log bow v. compression wood content of the battens. The graph shows that there is no tendency for battens from curved logs to contain high levels of compression wood: in fact many of the battens which appeared to have high compression wood came from quite straight trees.

Bow of log v total compression wood

1

11

21

31

41

51

61

71

81

91

5 10 15 20 25 30

Total C/W

Bow

of L

og (c

m)

Figure 13: Log bow v. compression wood in battens



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Figure 14 (below) shows log ovality measured manually v. compression wood in battens

Total CW vs Ovality (manually recorded)

1.00

1.02

1.04

1.06

1.08

1.10

1.12

1.14

5 10 15 20 25 30

Total CW

Ova

lity

Figure 14: Log ovality (measured manually) v. compression in battens The graphs shows that ovality is a poor indicator of the of compression wood present in the battens. Most of the battens with high amounts of compression wood came from logs which were quite round, and conversely many of the logs with pronounced ovality did not yield battens which appeared to contain large amounts of compression wood. Similar results were found when using 3D scanner ovality data.



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Aside from finding that straight, round logs can contain large amounts of compression wood; there are a number of practical problems when using 3D log scanner data for in- line sorting:

• The true axis of the log is not determined, i.e. it is not possible to tell which part of a crocked log was vertical, and which is off-axis.

• Site information such as degree of lean is, of course, absent

• A tree might be crocked or have a large butt sweep, but the information is

separated from one log to another.

• Large butt sweeps will be left in the forest.

• The tree may be cut up so that the compression wood is in one log and the bend or kink is in the other.

• Lots of compression wood appears to form in the later part of the tree life,

effectively wrapping a straight log.

• Later growth is at slower rate, so it may not affect log shape

• Some battens distort, whilst others from the same log do not

• Straight logs with compression wood are more likely to produce battens which bow and spring because of the consistent gross difference of compression wood content between one side of the batten and another.

• Bow measurements need to take into account rate of curvature and spurious

features such as branch swelling – which is difficult for in line sorting

• Logs may have compression wood, but this may not end up in the battens, eg butt sweep can be outside of the common area

• Butts can be reduced prior to scanning, loosing shape data

• Compression wood could be in later growth and ends up in the falling boards

• A tree growing at an angle can either straighten up, or it can continue at an

angle whilst growing compression wood



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3.3 Relating pith eccentricity to compression wood content One hundred and eighty six log disc images made by Forest Research were assessed at BRE for pith eccentricity to see whether end of log scanning could potentially be used to indicate the presence of compression wood. Figure 15 (below) shows a graph of pith eccentricity versus compression wood content on the battens, indicating no relationship. The most likely explanation for this is that much of the timber in the eccentric part of the log does not fall within the common area when cutting a square cant

Total CW vs Pith Eccentricity

1.00

1.20

1.40

1.60

1.80

2.00

2.20

5 10 15 20 25 30

Total C/W

Pith

Exc

entr

icity

Figure 15: Pith eccentricity v compression wood



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3.4 Effect of compression wood on grading and timber strength Figure 16 (below) shows MOR results for the battens taken to failure during bending tests. For all battens the zone of compression wood was placed in the tension zone. None of the samples failed at levels below the grade minimum values (either C16 or C24); in fact there is a very slight trend for compression wood rich specimens to be stronger.

Total C/W vs MOR

0

10

20

30

40

50

60

6 11 16 21 26 31

Total C/W

MO

R(N

/mm

2)

Figure 16: MOR v Compression wood in battens



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3.5 Effect of compression wood on distortion Bow and spring Figure 17 (below) shows the tendency to bow in terms of the difference in observed compression wood from one face to the other, against measured bow at 18% moisture content:

High MC Bow Vs diff CW on Bow

0

2

4

6

8

10

12

0.0 5.0 10.0 15.0 20.0 25.0 30.0

high M/C Bow (mm)

diff

CW

bas

ed o

n B

ow

Figure 17: Tendency to bow based on compression wood v measured bow. The graph shows that although there are a few battens for which there is some trend towards having greater bow due to a difference in compression wood observed on one face to another, there are some battens which appear to have a difference in compression wood but did not actually distort. Furthermore most of the battens have low levels of distortion at this stage. Similar results were obtained for bow at 12% moisture content (after conditioning), and for spring at high and low moisture content.



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It was found that it was quite common that battens with high amounts of compression wood did not distort very much, whilst those with apparently very little distorted significantly. In general, attempting to predict the amount of bow or spring from surface viewing is unreliable, especially of large sections and long lengths, and for battens with tight ring curvature. The extent which a growth ring containing compression wood goes through the section of a batten is undeterminable, unless it is clearly evident on opposing faces. The compression wood seen at the surface may just form part of a growth ring which has been dissected, so it appears as a wide band but is actually unrepresentative of the batten at all. Figure 18 (below) shows compression wood samples. The sample on the left shows a wide band of compression wood on the top surface, but very little inside. The extent by which the compression wood bands go through in the sample on the right is undeterminable; unless a cross cut is performed.

Figure 18: Compression wood sections The more prominent or extensive the compression wood pattern on any one face, the more likely it is to be throughout the section and balance the distortion. Since it is the difference in compression wood from one face or edge of a batten to the other that tends to cause bow or spring, the less that is seen on a batten the more likely it is to distort, at least on a casual inspection.



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The complex algorithms necessary to predict the underlying extent of compression wood from viewing the surface features of all four faces do not exist and are unlikely to work for the following reasons:

• You need to know the pith position, and the batten may have wavy pith or be from a curved log.

• The pith position cannot be determined without using an end of batten scanner- at both ends

• For long battens the compression wood pattern may is likely to be non linear along the sample, with the compression wood in patches

• The rate of growth varies with the age of the tree • The pith may be eccentric • Grain is wild around knots (Figure 19,below) • Compression wood also forms below branches • The grain may be spiral • The battens may be cut off axis with the log, and the true axis is not known.

Figure 19: Compression wood in wild grain around knots



25

Twist Although poor relationships were found between compression wood on the surface and bow, good correlations were observed between slope of grain, distance to pith from batten centre and twist (Figure 20)

Slope of grain/radius to pith v. Twist (150mm size battens)

-5

0

5

10

15

20

25

-3.00 -2.00 -1.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

Slope of grain/radius to pith

Twis

t (m

m)

Figure 20: Slope of grain and radius to pith relationship to twist.



26

Twist is related to spiral grain and radius of curvature of the growth rings, but its underlying cause is radial and tangential shrinkage – not longitudinal. Because radial and tangential shrinkage is less in compression wood, this suggests that twist should be lower too. The model postulated by Stevens (1961) following extensive study at PRL, was that for a grain line A-B (see Figure 21, below) in a square cut taken from a tree with spiral grain, radial and tangential shrinkage causes rotation of B relative to A because the grain line is unable to extend ie expand longitudinally as the section faces on which A and B lie contract. Although Stevens made no comment on a possible interaction between twist and compression wood, it follows that if grain line A-B is able to contract ie shrink longitudinally, then rotation of B relative to A will be less for this reason also.

Figure 21: Twist caused by spiral grain (after Stevens, 1961) By inspecting twisted battens it is clear that the direction of twist and slope of grain is in opposite directions (in agreement with Stevens). If it were the case that longitudinal shrinkage caused by compression wood made twist worse, then the direction of twist would have to be in the same direction – and it clearly is not. This also suggests that twist would actually be worse in juvenile core with high spiral grain if it were not for the increased longitudinal shrinkage, and also explains why twist can be very pronounced in old, slow grown timber well away from the pith. It is worth noting that some of the most twisted timber ever seen by BRE actually came from old growth timber from Canada. The reduction of twist in compression wood has been noted by others (Perstorper, M. et al, 1995; and Ormarsson S., 1999). However, Warensjo (2004) states that the interaction is rather weak. That compression wood could actually reduce twist potentially causes a problem when sorting timber: Removing twisted battens might increase the proportion of battens with high compression wood, and removing battens with high compression wood might actually increase the proportion of battens which will twist. However, the compression wood would have to be throughout the batten to have any effect, and in particular would have to form around the box pith in the fast grown juvenile core with high spiral grain angle, which is rare. In reality, the combination of sloping grain and compression wood (which forms in asymmetrical patches about the pith), merely results in a batten which twists off-axis.



27

Figure 22 (below) shows twist at 12% moisture content following unrestrained conditioning plotted against the level of compression wood observed on the surface of the battens. The graph shows that there is apparently no significant interaction between twist caused by radial and tangential shrinkage, and compression wood.

Twist v Total C/W (150mm battens)

-5

0

5

10

15

20

25

8 10 12 14 16 18 20 22 24 26 28

Total Compression Wood Index

Low

M/C

Tw

ist (

mm

)

Figure 22: Twist v compression wood



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Figure 23 (below) shows the average twist of 100 no. 89 x 38mm size battens which were sorted for compression wood content (either none, mild or moderate), showing that for all groups levels of twist were very similar, and if anything twist was lower in battens without significant compression wood.

Twist v Compression Wood Content (89 x 38mm, post conditioning)

2.55

2.6

2.65

2.7

2.75

2.8

2.85

2.9

0 0.5 1 1.5 2 2.5

Compression Wood (0=none; 1 = mild; 2=moderate)

Twis

t

Series1

Figure 23: Average twist v. compression wood content.



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Effect of compression wood on re-engineered wood. Compression wood was found to have a particularly serious effect on the distortion of laminated wood products or re-engineered timber, especially when the number of laminations is low. This is because spring and bow are worse when there is a gross difference in compression wood levels from one side or edge of the batten to another. In natural wood such cases appear to be quite rare, as often the growth rings containing compression wood pass from one side of the section to the other. When laminating falling boards it was noted that several examples of grossly bowed timber were evident on drying (Figure 24, below). The reason was identified as compression wood in the outer ply. Figure 24: Laminated falling board lumber, showing gross bow caused by compression

wood in outer plies.

For this type of product to be successful, the boards either need to be carefully sorted for compression wood, or laminated at in-situ moisture content levels. Placing the compression wood in the centre ply will also help, as will increasing the number of laminations or introducing randomisation. The ultimate extension of this process is forming something akin to Laminated Veneer Lumber (LVL) or Parralam TM.



30

3.6 Methods of detection Figure 25 (below) shows an example of advanced image analysis to identify and measure areas of knots and compression wood (on lower picture compression wood shows up as grey):

Figure 25: Image analysis of compression wood sample This allows dark areas such as knots to be distinguished from compression wood and normal wood, and in addition the amount of compression wood in zones can be directly measured. The difficulty lies with obtaining high quality images, along the whole length of the batten.



31

Compression wood can also be identified using the laser tracheid effect (Figure 26, below)

Figure 26: Laser tracheid effect (dark band is compression wood), with enhancement of laser images. In normal wood the ratio of length to breadth of the light hallow is around 1.4, whereas in moderate compression wood typical of that observed in the project the ratio is practically 1. The effect was observed to work equally well in wet wood. However, as discussed earlier surface identification of compression wood gives only a poor indication of the compression wood below the surface and the likely performance of the batten.



32

X-ray imaging does not appear to be promising in detecting the position of compression wood below the surface since the level of exposure depends on the average density of the material between the source and the plate. Where compression wood forms in bands through the wood - in pieces with high ring curvature typical of the UK material studied (Figure 27, below) - the resulting X ray image shows no definition. This is quite different from the situation with log discs. X rays can be used to tell which end of the batten has more compression wood. In the image below the bands of compression wood seen in section are unresolved, however the X ray shows that there is more compression wood towards the bottom end of the batten. X rays do not work at all in wet wood since the differences in density are masked by the water content.

Figure 27: X-ray image of compression wood (right), with surface photograph (left), and corresponding sections below.



33

4. Preliminary recommendations for compression wood No relationship was indicated between log shape and compression wood content in battens, either for log bow, ovality or pith eccentricity. However, it appears likely from other observations that where ovality is greater than 1.2 there is quite likely to be compression wood in the log – although this may not be represented in the batten faces. Logs with pith eccentricity greater than 1.5 appear likely to have significant compression wood content, although this needs to be confirmed from other project partners working on discs. The highest level of compression wood observed came from straight logs, and when it occurs in this form it is likely to feature all along the length of one batten edge leading to significant bow or spring. Logs with high ovality or pith eccentricity are more likely to produce timber which is unacceptable for cutting into joists destined to be “super dried” or regularized at insitu moisture content levels, and where lamination of timber such as falling boards occurs. Sawn timber with over 25% compression wood on any one face or edge is at risk from significant bow or spring. Patches smaller than 25% of the board face can probably be ignored, especially if they are random and spread out along the board. Boards which either have compression wood or an identified tendency for twist (eg box pith pieces) should be kiln dried with top loading or placed at the bottom of the stack allowing self weighting. However, it is quite possible to find battens which have bowed or sprung considerably and yet little edge of board compression wood is actually visible; conversely some battens with high levels of compression wood remain balanced and stable. Large section sizes such as 200mm x 47mm with an apparent imbalance of compression wood, in particular when comparing from the top and bottom of the board (which might cause spring) should be cut to smaller and shorter batten sizes. One option would be to post saw 4.8m long 200mm wide boards into 4.8m long (2 no. 2.4m long) 100mm wide boards on indications of compression wood. These could then be used for 95mm x 45mm studding. However it is important to realise that close inspection of battens probably only occurs during grading and that on re-sizing the material will have to be done again. Compression wood rich material is unsuitable for joists for the following results:

• Joists need to be straight and true to fit in hangers • Joists should be preferably conditioned to 12% i.e. insitu moisture ie “super-

dried”, then regularized. • Decking will not sit true on sprung boards leading to creaking floors • There is limited use for off-cuts and rejects since solid strutting is ¾ depth. • Larger section sizes mobilise greater forces when distorting • Joists are typically 3.6 to 4.8m long, whereas smaller section material is used

over shorter lengths.



34

It appears likely that compression wood rich material would cause few problems in the timber frame market for the following reasons:

• Battens are well-restricted in timber frame with every 3rd or 4th stud fixed back to back with other studs.

• Brickwork, plywood sheathing, and panel intersections offer additional restriction against distortion.

• Sole plates, headers and footers are under constant dead load from the roof and upper floors.

• Members are in compression. • Rejects can be used as noggings, cripple studs and framing under windows. • Timber for timber frame is ordered in large packs and panels are mass

produced little time to dry out unrestrained. • The change in moisture content from KD to insitu is lower for timber frame

panels, than for joists. In general, compression wood affected timber should be used in markets where it will not be allowed to dry out unrestrained. Timber should be stored restrained. Test work indicated that compression wood has little effect on machine grader output or

IP (Indicating Property), because the stiffness per volume of material is practically the same for normal wood, even though compression wood is significantly denser. The fact that the specific density (ie stiffness per unit weight) is lower is irrelevant. There was no indication that compression wood rich battens were grading in an unsafe level. None of the timber when tested to destruction failed at levels lower that the minimum C16 or C24 level, although some of the fractures where quite brash. Sitka spruce is already banned from use in ladders and scaffold boards, and currently none goes into trussed rafters in the UK. The structural use is almost always load sharing with the design governed by deflection/stiffness, and with almost no use as primary members.

During the project BRE received a batch of 89mm x38mm CLS lumber of which 30% had significant level of compression wood. This timber was supplied with very low levels of distortion, although it is important to note that it had been planed and some of the worst material was probably rejected. However, this suggests that with normal kiln schedules and practices compression wood does not significantly worsen distortion levels of supplied material. However, this material should not be allowed to dry out unrestrained.



35

5. Conclusions Report Summary: • Work on determining compression wood properties and in evaluating in-line 3D log

sorting for compression wood has gone very well – yielding useful results. • Compression wood was found to have little effect on stiffness and therefore should

not be a significant variable in predicting machine grade output (Indicating Property). However, because compression wood is denser than normal wood whilst at the same time having apparently higher rate of growth (in terms of ring width); this tends to undermine the normal relationship of timber stiffness, rate of growth and density.

• Compression wood was found to occur in straight, round logs – often leading to serious distortion because the compression wood was consistently along the edge or side of a batten.

• Log ovality was not found to be a good indicator of the likelihood of compression wood being present in battens. The most likely explanation is that the compression wood for the most part falls outside of the common area. However, it may end up in falling boards.

• It appears unlikely that a revised STUD model will have a high level of success in predicting distortion because it is simply not possible to determine with any certainty the extent and nature of compression wood below the surface, without cross cutting into sections

• Because of the generally lower level of compression wood and bow and spring in the FR1,2,3 and 4 sets of timber and the fact that that detailed STUD data already existed, the models were re-worked using compression wood variables alone. The rate of prediction is described as successful by the modeller; however they account for only 40% of the variance. The results of the preliminary modelling are detailed in Appendix 3. Refinement of the model is on-going work.

• Investigations into the potential of image analysis, laser tracheid effect and X rays to identify compression wood in battens has taken place, but these methods are not capable of resolving below the surface details.

• Preliminary recommendations for dealing with compression wood have been formulated. In general it is recommended that compression wood rich material should be ear-marked for applications were it will not be allowed to dry out unrestrained, or where it is well-restrained in service e.g. timber frame.

• Generally, compression wood in large sizes of timber such as joists will have a more serious effect than on shorter, smaller sections such as timber frame studding and one solution might be to cut down 200mm joists into 100mm studding on indications of high compression wood content. This will, however, require an advanced scanner to be placed in-line. It is important to realise that the opportunity for close inspection of battens probably only currently occurs during grading and that if re-sizing is performed the material will have to be graded once more.

• The particular need to effectively deal with compression wood in laminated re-engineered timber products has been highlighted

Planned work: Further refinement of the STUD predictive timber model, in particular for twist and timber strength Next output: Final EU Report due July 2004



36

References BRE Digest 229 Estimation of thermal and moisture movements and stresses: Part 3 Stevens, W.C. (1961) Distortions of Wood: Drying With and Without Restraint. Forest Products Journal August 1961 p 318 to 356 Perstorper, M., Pellicane, I.R., Kliger, R. & Johansson, G. (1995). Quality of timber products from Norway spruce part 2. Influence of spatial position and growth characteristics on warp. Wood Science and Technology 29, 339-352. Ormarsson, S. (1999) Numerical analysis of moisture-related distortions in sawn timber. Doctoral thesis. Department of structural mechanics, Chalmers University of Technology, Göteborg, Sweden Warensjo, M (2004) Swedish University of Agricultural Sciences - Personal Communication Warensjo, M (2004) Compression wood in Scots pine and Norway spruce – distribution in relation to external geometry and the impact on dimensional stability in sawn wood. Doctoral thesis, Swedish University of Agricultural Sciences



37

Appendix 1: Site and Stand Characteristics

Lochaline Benmore FR1 FR2 FR3 FR4 NGR Grid Reference NM601472 NM602473 NN456261 NN455263 Latitude 56°33’19.69” N

56°33’23.10” N 56°24’7.08” N 56°24’13.42” N

Longitude 5°54’15.34” W 5°54’9.83” W 4°30’7.97” W 4°30’14.22” W Species Sitka spruce

(Picea sitchensis)

Sitka spruce (Picea

sitchensis)

Sitka spruce (Picea

sitchensis)

Sitka spruce (Picea

sitchensis) Planting Year 1954 1954 1961 1961 Age at felling 48 48 42 42 General Yield Class 18 18 24 18 Estimated initial spacing (m)

2.2 1.9 1.7 1.9

Estimated initial stocking (stems/ha)

2080 2681 3360 2738

Number of live trees per hectare at felling

1360 1476 1443 1712.5

Thinning N N N N Top Height (m) 26.6 26.9 28.1 24.5 Mean dbh (cm) 28.4 26.1 cm 24.6 22.3 Mean tree volume (m3) 0.69 0.59 0.53 0.38 Average Slope (Degrees) 3 24 23 6 Mean Hourly Wind Speed (m/s)

4.96 2.74

NOTES: 1. Top Height is the average height of the 100 trees of largest diameter per hectare 2. Dbh = diameter at breast height, i.e. stem diameter at 1.3m above ground level 3. Estimated initial spacing is based on visible stumps on ground for Sitka spruce sites and therefore is likely to be an underestimate.



38

Appendix 2: BRE Sawn Timber Testing Protocol

Incidence of Compression Wood The battens studied by BRE are 3m long and 100,150 and 200mm width, 47mm thick. These are sawn from the log in an industry standard square cant. This method is used as the basic recording of visible surface compression wood only. It does not attempt to describe the intensity or darkness of the compression wood, nor indicate the presence of below-the-surface compression wood, nor does in take into account at this stage the pattern of compression wood vis tangential/radial surface cut (i.e. whether the batten is a box pith or an outer piece), nor make any record of the grain pattern. The compression wood areas are marked out on the wide faces of the battens, along the whole length, but recorded along the centre 2000mm. This corresponds to the region in which distortion is measured, where machine grading results are available, and where for most pieces a standard four-point bending test can be performed. In other analysis, such as comparing log shape characteristics to incidence of compression wood, the battens are reassembled to form the log and all areas of compression wood are considered, in conjunction with features such as large knots, whilst also looking at the cross section. This method belies the very great difficulty in assessing the compression wood content of a batten, particularly when they are of large section and long. However, it can be used to indicate which battens have the most compression wood, and which have a likely imbalance from one face to another causing spring or bow. The presence of significant compression wood is quite subjective: in all of the BRE work the same operator (an experience wood scientist) carried out the procedure. Instructions: 1. Place the batten on the support surface with the top end of the batten to the left (in the BRE samples this end has the plastic tag and indented number/colour marking; whilst the other end is the lower or butt end of the log which will have some fragment of the original multicoloured segment marking "NSEW" and some fragment of the original marker pen site and log ID mark). 2. First select the inner face (nearest to the pith) of the batten. Where the two ends vary in this respect as a result of wandering pith or conversion - use the end with the plastic tag to decide the inner face. 3. With the inner face uppermost, mark the outer quarters and inner half of the batten width with A, B, and C, with A being the quarter furthest from you i.e. these are strips along the length of the batten, thus:

A B C



39

4. Rotate the batten away from you and mark the outer face (furthest from pith) in a similar way with D, E, and F. A, C, D and F therefore represent areas one quarter the width of the battens face along the entire length. B and E represent areas one half of the battens face along its entire length. When viewed from the end furthest from the tag, the regions marked A to F look as below: C B A

D E F The BRE battens have ink lines marked on them to indicate where in their length the central 2000mm portion is over which twist bow and spring were measured. These are on one face of the batten and should now be transferred to the second face. 6. For the BRE battens the faces and edges which were found to be concave when recording bow and spring at a nominal 20% moisture content were marked with the letter A (which should not to be confused with the above strip identification). The compression wood recording sheets can be ticked to indicate which face corresponds to this A marking. For the edges, indicate using the outer quarter letters whether the concave edge corresponds with the A or C outer quarter. Mark the boundaries of those areas of the two faces where compression wood is apparent (see Figure below).



40

Marked out compression wood 7. For each of the areas A to F, record the percentage of the area occupied by compression wood for the middle 2000mm only. For simplicity each area is given a number according to the following:

1 Zero to 25% occupied by compression wood 2 25% to 50% occupied by compression wood 3 50% to 75% occupied by compression wood 4 75% to 100% occupied by compression wood

Further Notes: A given percentage of the inner half of the batten represents twice as much area as the same percentage of the outer quarter. This needs to be accounted for when calculating any results. The same method is also applied to different width battens.



41

Slope of grain.

Although slope of grain is essentially a simple measurement, this procedure is included to ensure consistency among different technicians. Some of the procedure is not strictly necessary, but helps to avoid errors. 1. Place batten on the support surfaces with the number tag to the left (in the BRE samples this end has the plastic tag and indented number/colour marking; whilst the other end is the lower or butt end of the log which will have some fragment of the original multicoloured segment marking "NSEW" and some fragment of the original marker pen site and log ID mark). 2. Select firstly the inner surface (this was labelled when measuring compression wood with A,B,C. - refer to compression wood procedure sheet) 3. Over the 2000mm central region used for measuring distortion, scribe a number of portions along this length wherever the grain is free of defects. Do not use one continuous line along the whole length as this can cause confusion if, for example, the scribe shifts sideways when traversing regions of knots. Highlight the grain scribed with a thin felt pen. 4. Use a 1000mm transparent straight edge to visually select an average slope, taking into account variations between the scribed regions. 5. Note on a recording sheet the direction of grain angle.

Angle recorded thus =

+ _ Tagged end of batten.



42

6. Record the distances between the batten edge and the two marks 1000mm apart on the diagonal straight edge which is labelled Left and Right. Left Right 1000mm

7. Basic trigonometry gives you the grain angle 8. Repeat this on the outer face, which was labelled during compression wood recording as D,E,F Note: These are the angles as viewed on the surfaces and thus the two opposing faces are as seen looking in opposing directions within the tree. Only the outer face will represent spiral grain as seen looking from bark to pith. The inner face is recorded as seen looking from pith towards bark and may need to be reversed in direction if considering spirallity in the tree.



43

Machine Grading This was carried out in accordance with BS EN 519 (pr EN 14081-1/2/3), which details operating principals and procedure. In UK the grading machine used is a Cook Bollinder grader. Values of Indicating Property (IP) are recorded every 100mm. The orientation of the batten is known during both passes and kept constant for the sample. This enables the value of IP to correlate to the height of log. Values of Ep may be derived from IP using standard mechanics equations. In the UK machine settings are based on the BS 5268 specification for strength class (based permissible stress). The CEN specification for strength class is detailed in EN 338 (based on characteristic stress). Machine settings for EN 338 will be in pr EN 14081-4 (in preparation); none formally exist at the present, although comparative data does. Visual grading procedure (knot sizes and positions) This method conforms to BS 4978: 1996 (determining TKAR and MKAR). Using in the UK BS 4978 grades GS (General Structural) and SS (Special Structural). The assignment of visual grades/species to strength class uses BS EN 1912 (eg for UK whitewood SS = C24 GS = C16) TKAR = Total knot area ratio, the total area of the knot that appears in the cross section of the knot plot. MKAR = Marginal knot area ratio, the area of the knots that appear in the margins. Each margin is equal to 25% of the whole cross section.

• Note position of worst knot cluster relative to one end of the batten • Transfer knot dimensions to prepared knot plot template (see below). • Join all points to show path of knot through the cross section. Where more than one

knot is in the locality and the grain has not recovered all such knots should be included.

• Calculate the total area of the knots in the cross section. Where knots overlap only count the shaded area once.

• Calculate the portions of the knots in both margins, record TKAR and MKAR • It is easier to calculate these areas (TKAR & MKAR) as % rather than fractions.



44

• Refer to BS 4978 to determine grade using the TKAR and the worst case MKAR (see Figure 3)



45



46

Notes: Knot sizes (largest and smallest diameters) and position of centre (co-ordinates x, y relative to tagged lower corner are also noted, on both ABC and DEF sides of batten) - for worst knot cluster. On some battens all knot positions and sizes are recorded. Strength Testing The method of testing MOE and MOR conforms with EN 408, with analysis of results to EN 384: Options for positioning of the sample are as follows: 1. Lowest IP value from grader to be in middle 1/3 (usually a knot group) 2. Compression wood area in middle 1/3 3. Centrally placed Another variation is which way up the plank is (defect in tension or compression zone) or random. The "usual" method (eg for derivation of machine settings) is to test lowest IP in the middle 1/3, but random way up, and to correlate that reading of IP to MOE and MOR. For 100mm depth samples of 3m length some decision has to be made on the position of the plank. For 150mm samples of 3m length no decision needs to be made because the 6d /18d loading arrangement gives almost no choice. For both 100mm and 150mm there is a choice on orientation. 200mm depth samples of 3m length cannot be tested to EN408.



47

Appendix 3 - Initial Report on Models of Spring and Bow using only Compression Wood variables and based on STUD data from 1999 and 2002

Jean Tunnicliffe Wilson February 2004

Summary Using very detailed measurements of compression wood, it has been possible to develop models for spring and bow, at both stages 3 and 4, using only the compression wood data.

Development of Models The data received in 1999 included distortion, both spring and bow at different stages for two sites – 71 and 72. Models were developed, separately for each site, for this data using a number of growth variables including compression wood. In 2002 new data arrived, for many of the same battens, included much more detailed measurements of compression wood at 50 stations along the length of the batten. From the new compression wood data a total of 16 variables were derived. These represented both the distribution of the compressed wood over the centre and sides of the faces and edges of the battens (eight variables) and the relative positioning of these along the length of the batten (eight variables). These 16 variables are defined in Table 1. Variable Definition CWThroF Total of minimum compression wood on a face at each station CWThroE Total of minimum compression wood on an edge at each station CWFonly1 Compression wood on face 1 with nothing on face 2 at the same station CWFonly2 Compression wood on face 2 with nothing on face 1 at the same station CWEonly1 Compression wood on edge 1 with nothing on edge 2 at the same station CWEonly2 Compression wood on edge 2 with nothing on edge 1 at the same station CWFdiff Absolute difference between CWFonly1 and CWFonly2 CWEdiff Absolute difference between CWEonly1 and CWEonly2 CWSWc Compression wood in west centre of batten edges CWSEc Compression wood in east centre of batten edges CWSEe Compression wood on east side of batten edges CWSWe Compression wood on west side of batten edges CWWc Compression wood in centre of west batten face CWWe Compression wood on sides of west batten face CWEc Compression wood in centre of east batten face CWEe Compression wood on sides of east batten face

Table 1



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Site 71 showed more association between distortion and compression wood than site 72. Site 71also had more battens in the data, 65 compared to 40, so this report concentrates on models for this site.

Models for Spring Each of the two models for spring uses the same six variables and the models have very similar success, accounting for 38.2 and 38.5 % of the variance. Four of the variables produce a negative effect, including the three describing the relative position of compression wood along the length of the batten. The models suggest that the appearance of compression wood particularly on both faces or on both edges, at the same station, reduces the spring of the batten. The total of the compression wood, when recorded in detail, also has this negative significance but accounts for less than 3% of the variance.

Models for Bow Initial models for bow were considered unsatisfactory as they depended too much on a batten with an extreme value of bow. This difficulty was overcome by using a transformed variable. Experimentation led to the use of the fourth root of bow and this allowed acceptable models, which predict between 30% and 40% of the variance. Two models are given for each stage, one with four variables and one with seven, to demonstrate the lack of independence between the variables and thus the different models that can be obtained. It is clear from the models of bow that compression wood has an overall positive relationship with bow. The total of the compression wood, when recorded in detail, has this positive significance and accounts for 12.6% (transformed bow 3) and 20.8% (transformed bow 4) of the variance. Without the transformation of the bow variables, these models accounted for less than 3% and less than 7% of the variance.



49

Graph of Spring at stage 3 and site 71 Showing prediction range and median,

Modelled with six compression wood variables

y=actual values X=predicted values Note that the upper and lower lines represent 2 standard deviations ***** Regression Analysis ***** Response variate: Spring3 Weight variate: site 71 Fitted terms: Constant, CWThroF, CWThroE, CWEonly1, CWSWc, CWSEe, CWEe *** Summary of analysis *** d.f. s.s. m.s. v.r. Regression 6 803. 133.85 7.79 Residual 59 1014. 17.18 Total 65 1817. 27.95 Percentage variance accounted for 38.5 Standard error of observations is estimated to be 4.14



50

*** Estimates of parameters *** estimate s.e. t(59) Constant 1.112 0.716 1.55 CWThroF -0.0858 0.0277 -3.10 CWThroE -0.1061 0.0429 -2.47 CWEonly1 -0.1113 0.0211 -5.28 CWSWc 0.383 0.101 3.80 CWSEe -0.178 0.104 -1.70 CWEe 0.1104 0.0389 2.84



51

Graph of Spring at stage 4 and site 71 Showing prediction range and median,

Modelled with six compression wood variables

y=actual values X=predicted values Response variate: Spring4 Weight variate: site 71 Fitted terms: Constant, CWThroF, CWThroE, CWEonly1, CWSWc, CWSEe, CWEe *** Summary of analysis *** d.f. s.s. m.s. v.r. Regression 6 1747. 291.15 7.69 Residual 59 2234. 37.86 Total 65 3981. 61.24 Percentage variance accounted for 38.2 Standard error of observations is estimated to be 6.15



52

*** Estimates of parameters *** estimate s.e. t(59) Constant 1.72 1.06 1.61 CWThroF -0.1195 0.0411 -2.91 CWThroE -0.1421 0.0637 -2.23 CWEonly1 -0.1608 0.0313 -5.14 CWSWc 0.598 0.150 3.99 CWSEe -0.320 0.155 -2.07 CWEe 0.1492 0.0577 2.59



53

Graph of Bow at stage 3 and Site 71,

Showing prediction range and median, modelled as a fourth root transformation, using four compression wood variables

y=actual values

X=predicted values Transformation is necessary because of extreme vales of bow. Transbow3=fourth root of absolute value of bow at stage 3 ***** Regression Analysis ***** Response variate: transbow3 Weight variate: Site 71 Fitted terms: Constant, CWFonly2, CWFdiff, CWWe, CWEc *** Summary of analysis *** d.f. s.s. m.s. v.r. Regression 4 1.789 0.44728 8.81 Residual 61 3.097 0.05077 Total 65 4.886 0.07517 Percentage variance accounted for 32.5 Standard error of observations is estimated to be 0.225



54

*** Estimates of parameters *** estimate s.e. t(61) Constant 1.2370 0.0370 33.44 CWFonly2 0.00518 0.00239 2.17 CWFdiff -0.00234 0.00126 -1.86 CWWe 0.01161 0.00249 4.66 CWEc -0.00644 0.00230 -2.80



55

Alternative Graph of Bow at stage 3 and Site 71, Showing prediction range and median,

modelled as a fourth root transformation, using seven compression wood variables

y=actual values X=predicted values Transformation is necessary because of extreme vales of bow. Transbow3=fourth root of absolute value of bow at stage 3 ***** Regression Analysis ***** Response variate: transbow3 Weight variate: Site 71 Fitted terms: Constant, CWFonly2, CWFdiff, CWSWc, CWSEe, CWWc, CWWe, CWEc *** Summary of analysis *** d.f. s.s. m.s. v.r. Regression 7 2.145 0.30643 6.48 Residual 58 2.741 0.04726 Total 65 4.886 0.07517 Percentage variance accounted for 37.1 Standard error of observations is estimated to be 0.217



56

*** Estimates of parameters *** estimate s.e. t(58) Constant 1.2264 0.0387 31.67 CWFonly2 0.01007 0.00300 3.35 CWFdiff -0.00507 0.00170 -2.98 CWSWc 0.00950 0.00496 1.91 CWSEe -0.00960 0.00505 -1.90 CWWc 0.00720 0.00345 2.09 CWWe 0.00905 0.00327 2.77 CWEc -0.01080 0.00288 -3.75



57

Graph of Bow at stage 4 and Site 71, Showing prediction range and median,

modelled as a fourth root transformation, using four compression wood variables

y=actual values

X=predicted values Transformation is necessary because of extreme vales of bow. Transbow4=fourth root of absolute value of bow at stage 4 ***** Regression Analysis ***** Response variate: transbow4 Weight variate: Site 71 Fitted terms: Constant, CWFonly2, CWFdiff, CWWe, CWEc *** Summary of analysis *** d.f. s.s. m.s. v.r. Regression 4 3.260 0.81491 9.34 Residual 61 5.322 0.08725 Total 65 8.582 0.13203 Percentage variance accounted for 33.9 Standard error of observations is estimated to be 0.295



58

*** Estimates of parameters *** estimate s.e. t(61) Constant 1.3556 0.0485 27.96 CWFonly2 0.00677 0.00313 2.16 CWFdiff -0.00334 0.00165 -2.02 CWWe 0.01501 0.00327 4.59 CWEc -0.00718 0.00301 -2.38



59

Alternative Graph of Bow at stage 4 and Site 71,

Showing prediction range and median, modelled as a fourth root transformation, using seven compression wood variables

y=actual values X=predicted values Transformation is necessary because of extreme vales of bow. Transbow4=fourth root of absolute value of bow at stage 4 ***** Regression Analysis ***** Response variate: transbow4 Weight variate: Site 71 Fitted terms: Constant, CWFonly2, CWFdiff, CWSWc, CWSEe,

CWWc, CWWe, CWEc *** Summary of analysis *** d.f. s.s. m.s. v.r. Regression 7 3.937 0.56239 7.02 Residual 58 4.645 0.08009 Total 65 8.582 0.13203 Percentage variance accounted for 39.3 Standard error of observations is estimated to be 0.283 *** Estimates of parameters *** estimate s.e. t(58) Constant 1.3240 0.0504 26.26 CWFonly2 0.01283 0.00391 3.28 CWFdiff -0.00669 0.00221 -3.02 CWSWc 0.01223 0.00646 1.89



60

CWSEe -0.00992 0.00658 -1.51 CWWc 0.01080 0.00449 2.41 CWWe 0.00937 0.00426 2.20 CWEc -0.01366 0.00375 -3.64 Footnote: Stage 1=green, Stage 2 = 20% moisture content, Stage 3= 15%,

Stage 4 =12%

Compression Wood Project - Client report number 211-317file/crwood... · Client Report : Compression Wood Project - Interim Report Client report number 211-317 Prepared for : Mr Bob

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