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Effects of Analysis Method, Bolt Pre-Stress, and Cover Plate Thickness on the Behavior of Bolted Flanges of Different Sizes Status Report 3 Chris Wowk MANE 6970 Master’s Project
10

Chris Wowk MANE 6970 Master’s Project. All Analyses Completed Technical Content Sections Populated Comments Incorporated To Go Finalize Appendices.

Dec 22, 2015

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Page 1: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

Effects of Analysis Method, Bolt Pre-Stress, and Cover Plate

Thickness on the Behavior of Bolted Flanges of Different

SizesStatus Report 3

Chris WowkMANE 6970

Master’s Project

Page 2: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

All Analyses Completed Technical Content Sections Populated Comments Incorporated

To Go Finalize Appendices Abstract Acknowledgements

Status

Page 3: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

Waters and Schneider’s (1969) method for analyzing cover plate/flange joints extended to determine flange separation

Analytical Solution

Page 4: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

FEA Analyses

Solid Element Model Shell/Beam Element Model

Page 5: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

Cases RunNPS Size

Cover Thickness

Bolt Pre-Stress 0Pressure

Load25% Yield

80% Yield

0Pressure

Load25% Yield

80% Yield

0Pressure

Load25% Yield

80% Yield

0Pressure

Load25% Yield

80% Yield

Radial Beam Theory

Solid Element FEA

Shell Element FEA

Radial Beam Theory

Appendix Y Equations

Solid Element FEA

Shell Element FEA

Radial Beam Theory

Appendix Y Equations

Solid Element FEA

Shell Element FEA

Radial Beam Theory

Solid Element FEA

Shell Element FEA

Joint Separation Along Length

Radial Location of Contact

Stress In Center of Cover

Maximum Joint Separation

AnalysisMethod

t1 0.5*t1 2*t1

4"

t2

16"

Page 6: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

Shell/Beam FEA predicts much lower joint separations (all cases)

Joint Separation decreases as cover thickness increases

Greater separation for larger size flange at low preloads. Approaches similar limit as smaller joint as preload increases

Joint SeparationResults

Page 7: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

Great agreement between analysis methods for 4 NPS joint

Contact location cannot be normalized to compare different sized joints

Normalized Location of Contact

Page 8: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

RBT and Appendix Y equations appear to approach a limit

FEA solutions show increase at high preloads

Stress decreases as cover thicknesses increases

Stress In Center of Cover

Page 9: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

FINISH – ASAP!!

Schedule Going Forward

Page 10: Chris Wowk MANE 6970 Master’s Project.  All Analyses Completed  Technical Content Sections Populated  Comments Incorporated To Go  Finalize Appendices.

ASME Boiler and Pressure Vessel Code, Section VIII – Rules for Construction of Pressure Vessels, 2013 Edition, Appendix Y.

Galai, H and Bouzid, A.H, “Analytical Modeling of Flat Face Flanges with Metal-to-Metal Contact Beyond the Bolt Circle,” Journal of Pressure Vessel Technology, Vol 132, 2010.

Schneider, R.W, “Flat Face Flanges with Metal-to-Metal Contact Beyond the Bolt Circle,” Transactions of the ASME, Vol 90, 1968, pgs 82-88.

Waters, E.O and Schneider, R.W, “Axisymmetric, Nonidentical, Flat Face Flanges with Metal-to-Metal Contact Beyond the Bolt Circle,” Journal of Engineering for Industry, Vol 91, 1969, pgs 615-622.

References