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contributor authorJ. L. Hechmer
contributor authorG. L. Hollinger
date accessioned2017-05-08T23:36:17Z
date available2017-05-08T23:36:17Z
date copyrightNovember, 1991
date issued1991
identifier issn0094-9930
identifier otherJPVTAS-28330#481_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109009
description abstractThe ASME Code [1] identifies the modes of failure that must be addressed to ensure acceptable pressure vessel designs. The failure modes addressed in this paper are precluded by limits on the primary and primary plus secondary stress. Both involve the transition from elasticity to plasticity. Their evaluation requires the computation of membrane and bending stresses (the linearized stresses). The original techniques for evaluating the limits were based on beam and shell theory. Since beam and shell theory were the basis of the then-current tools, the transition from analysis results to failure assessment was straightforward. With the advent of finite elements (FE), the transition from the stress distribution to the failure modes requires a different path. For three-dimensional finite element (3D FE), the path is obscure. Since the development of FE, the ASME Code has made no additions to clarify the correlations between FE stress distributions and the failure modes. The authors believe that the Code should provide guidance in this area.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe ASME Code and 3D Stress Evaluation
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2928784
journal fristpage481
journal lastpage487
identifier eissn1528-8978
keywordsStress
keywordsASME Standards
keywordsFailure
keywordsShells
keywordsFinite element analysis
keywordsComputation
keywordsElasticity
keywordsPlasticity
keywordsPressure vessels
keywordsStress concentration
keywordsBending (Stress)
keywordsEquipment and tools AND Membranes
treeJournal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 004
contenttypeFulltext


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