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contributor authorR. A. Whipple
date accessioned2017-05-08T23:23:16Z
date available2017-05-08T23:23:16Z
date copyrightFebruary, 1986
date issued1986
identifier issn0094-9930
identifier otherJPVTAS-28266#98_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/101603
description abstractStresses and displacements for a nozzle connection typical of those found in large storage tanks or pressure vessels were measured for applied radial forces, circumferential moments and longitudinal moments. The test program was conducted on a 12 1/2-in-dia penetration, centered and welded into a 60 in. × 60 in. cylindrical panel with a radius to thickness ratio of 1264. The nozzle diameter to cylindrical shell diameter ratio was 0.05. The panel edges were bolted to a stiff rectangular frame. This report presents the measured radial deflections and nozzle rotations, the membrane stress resultants and shell bending moments in the vicinity of the penetration along with penetration membrane and bending stresses for the three loadings. A brief description of the model and the test procedure is also presented.
publisherThe American Society of Mechanical Engineers (ASME)
titleExperimental Investigation of Nozzle-Induced Cylindrical Shell Stresses Where R/T = 1264
typeJournal Paper
journal volume108
journal issue1
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3264758
journal fristpage98
journal lastpage107
identifier eissn1528-8978
keywordsStress
keywordsNozzles
keywordsPipes
keywordsMembranes
keywordsShells
keywordsThickness
keywordsStorage tanks
keywordsStructural frames
keywordsBending (Stress)
keywordsForce
keywordsPressure vessels AND Deflection
treeJournal of Pressure Vessel Technology:;1986:;volume( 108 ):;issue: 001
contenttypeFulltext


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