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contributor authorSo̸ren R. Hauch
contributor authorYong Bai
date accessioned2017-05-09T00:03:05Z
date available2017-05-09T00:03:05Z
date copyrightNovember, 2000
date issued2000
identifier issn0892-7219
identifier otherJMOEEX-28158#243_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124129
description abstractIn this paper, the bending moment capacity for metallic pipes has been investigated to provide criteria for optimizing the cost effectiveness in pipeline seabed intervention design. An analytical solution for the ultimate load-carrying capacity of pipes subjected to combined pressure, longitudinal force, and bending has been derived and thoroughly compared against results obtained by the finite element method. The derived equations can be used for high-strength materials with isotropic as well as anisotropic stress/strain characteristics, and may be applied for pipelines, risers, and piping if safety factors are calibrated in accordance with appropriate target safety levels. [S0892-7219(00)00504-5]
publisherThe American Society of Mechanical Engineers (ASME)
titleBending Moment Capacity of Pipes
typeJournal Paper
journal volume122
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.1314866
journal fristpage243
journal lastpage252
identifier eissn1528-896X
keywordsForce
keywordsPressure
keywordsStress
keywordsPipes
keywordsFailure AND Equations
treeJournal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 004
contenttypeFulltext


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