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contributor authorA. Scheurkogel
contributor authorI. Elishakoff
date accessioned2017-05-08T23:19:34Z
date available2017-05-08T23:19:34Z
date copyrightMarch, 1985
date issued1985
identifier issn0021-8936
identifier otherJAMCAV-26250#133_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99465
description abstractA deformation of a thin uniform cylindrical shell is considered under random axisymmetric loading. Mathematically this is equivalent to the study of a quasi-linear differential equation with random inhomogeneous term and random coefficient. The approximate method of solution, based on the assumption of ergodicity of the shell slope, is first described. It is shown that sometimes this assumption is valid but when not, it may yield non-negligible errors. In particular, it is shown via the exact solution that assumption of ergodicity of the shell slope is correct if the loading is ergodic in correlation. However, this assumption may yield an error of about 20 percent if the loading in ergodic in mean-square but not in correlation.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the Ergodicity Assumption in an Applied Mechanics Problem
typeJournal Paper
journal volume52
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3168982
journal fristpage133
journal lastpage136
identifier eissn1528-9036
keywordsEngineering mechanics
keywordsErrors
keywordsShells
keywordsDifferential equations
keywordsPipes AND Deformation
treeJournal of Applied Mechanics:;1985:;volume( 052 ):;issue: 001
contenttypeFulltext


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