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contributor authorJ. Zhixiang
contributor authorZ. Qingjiang
contributor authorZ. Siding
date accessioned2017-05-08T23:36:26Z
date available2017-05-08T23:36:26Z
date copyrightFebruary, 1991
date issued1991
identifier issn0094-9930
identifier otherJPVTAS-28324#55_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109094
description abstractThe elastic stress distribution of four models (β=Do /Di =1.07, 1.20, unreinforced and weld-reinforced) under five typical external loadings and the strength of six models (in addition to β=1.50) under internal pressure are investigated experimentally. The maximum stress factors are obtained. The influences of weld-reinforced structure on stress distribution and strength characteristics of tees are discussed. The finite-element predictions of unreinforced tees with β=1.07, 1.11, 1.15, 1.20 are carried out. The predicted stress distributions agree well with measured results. The relation between β and stress concentration factors under various loadings are obtained.
publisherThe American Society of Mechanical Engineers (ASME)
titleStress and Strength Analysis of Equal-Diameter Tees
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2928728
journal fristpage55
journal lastpage63
identifier eissn1528-8978
keywordsStress
keywordsStress concentration
keywordsFinite element analysis AND Pressure
treeJournal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 001
contenttypeFulltext


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