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contributor authorC. J. Tay
contributor authorS. L. Toh
date accessioned2017-05-08T23:27:54Z
date available2017-05-08T23:27:54Z
date copyrightMay, 1988
date issued1988
identifier issn0892-7219
identifier otherJMOEEX-28050#148_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104289
description abstractThe collapse of thin cylindrical pipes subject to combined bending moment and external pressure has been studied. Nonlinear finite deflection thin shell theory is employed in the elastic solution. The analysis is extended to include the plastic behavior with the assumption of linear work-hardening material. Results are presented for various geometric material and load configurations.
publisherThe American Society of Mechanical Engineers (ASME)
titleElasto-Plastic Response of Pipes Under External Pressure and Bending
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.3257043
journal fristpage148
journal lastpage153
identifier eissn1528-896X
keywordsPipes
keywordsExternal pressure
keywordsThin shells
keywordsWork hardening
keywordsCollapse
keywordsDeflection AND Stress
treeJournal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 002
contenttypeFulltext


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