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contributor authorL. H. Sobel
contributor authorS. Z. Newman
date accessioned2017-05-08T23:23:10Z
date available2017-05-08T23:23:10Z
date copyrightAugust, 1986
date issued1986
identifier issn0094-9930
identifier otherJPVTAS-28273#297_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/101553
description abstractPredictions obtained from simplified and detailed MARC analyses are compared with experimental results for the elastic-plastic and creep behavior of a 16-in-dia 304 stainless steel piping structure subjected to an in-plane closing bending moment. The piping structure is composed of a 90-deg elbow and two straight tangent pipes. The simplified analysis is found to considerably overestimate the measured results, especially for the case of creep behavior. The correlation of detailed analysis predictions with measured results is satisfactory for the elastic-plastic behavior of the structure, and inconclusive for the creep behavior, since the creep predictions are based on a commonly used creep law rather than on the actual (but unmeasured) creep properties. The paper also shows that predictions of creep deformation obtained from the relatively inexpensive time-independent isochronous method of analysis agree well with results given by a “complete” and more costly time-dependent creep analysis.
publisherThe American Society of Mechanical Engineers (ASME)
titleSimplified, Detailed, and Isochronous Analysis and Test Results for the In-Plane Elastic-Plastic and Creep Behavior of an Elbow
typeJournal Paper
journal volume108
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3264789
journal fristpage297
journal lastpage304
identifier eissn1528-8978
keywordsCreep
keywordsPipes AND Stainless steel
treeJournal of Pressure Vessel Technology:;1986:;volume( 108 ):;issue: 003
contenttypeFulltext


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