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Published byBarry Murphy Modified over 9 years ago
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Chris Wowk MANE 6970 Master’s Project
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All Analyses Completed Technical Content Sections Populated Comments Incorporated To Go Finalize Appendices Abstract Acknowledgements
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Waters and Schneider’s (1969) method for analyzing cover plate/flange joints extended to determine flange separation
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Solid Element Model Shell/Beam Element Model
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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
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Great agreement between analysis methods for 4 NPS joint Contact location cannot be normalized to compare different sized joints
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RBT and Appendix Y equations appear to approach a limit FEA solutions show increase at high preloads Stress decreases as cover thicknesses increases
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FINISH – ASAP!!
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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.
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