An Integral Equation Solution for Limit Loads Applied to Lugs on Cylindrical ShellsSource: Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 002::page 308Author:G. N. Brooks
DOI: 10.1115/1.2928759Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A lower-bound limit analysis of loaded integral lugs on cylindrical shells is presented. Normal force and circumferential and longitudinal moment loadings on the lug are considered. The equilibrium solution, necessary for a lower bound, is obtained as a convolution integral of the concentrated load solutions of linear shallow shell theory. The load distribution is chosen to satisfy the yield condition everywhere, while maximizing the load. A simplified yield condition in terms of the shell stress resultants is used. Failure is assumed to occur in the shell, not the lug. Encouraging comparisons with available experimental results for moment-loaded rectangular lugs on pipes are presented. The use of shallow shell theory enables the problem geometry to be described by one less parameter than complete shell theory.
keyword(s): Stress , Pipes , Integral equations , Shells , Force , Failure , Geometry AND Equilibrium (Physics) ,
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contributor author | G. N. Brooks | |
date accessioned | 2017-05-08T23:36:25Z | |
date available | 2017-05-08T23:36:25Z | |
date copyright | May, 1991 | |
date issued | 1991 | |
identifier issn | 0094-9930 | |
identifier other | JPVTAS-28326#308_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/109079 | |
description abstract | A lower-bound limit analysis of loaded integral lugs on cylindrical shells is presented. Normal force and circumferential and longitudinal moment loadings on the lug are considered. The equilibrium solution, necessary for a lower bound, is obtained as a convolution integral of the concentrated load solutions of linear shallow shell theory. The load distribution is chosen to satisfy the yield condition everywhere, while maximizing the load. A simplified yield condition in terms of the shell stress resultants is used. Failure is assumed to occur in the shell, not the lug. Encouraging comparisons with available experimental results for moment-loaded rectangular lugs on pipes are presented. The use of shallow shell theory enables the problem geometry to be described by one less parameter than complete shell theory. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | An Integral Equation Solution for Limit Loads Applied to Lugs on Cylindrical Shells | |
type | Journal Paper | |
journal volume | 113 | |
journal issue | 2 | |
journal title | Journal of Pressure Vessel Technology | |
identifier doi | 10.1115/1.2928759 | |
journal fristpage | 308 | |
journal lastpage | 313 | |
identifier eissn | 1528-8978 | |
keywords | Stress | |
keywords | Pipes | |
keywords | Integral equations | |
keywords | Shells | |
keywords | Force | |
keywords | Failure | |
keywords | Geometry AND Equilibrium (Physics) | |
tree | Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 002 | |
contenttype | Fulltext |