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contributor authorJ. N. Rossettos
contributor authorR. F. Parisse
date accessioned2017-05-09T00:17:22Z
date available2017-05-09T00:17:22Z
date copyrightJune, 1969
date issued1969
identifier issn0021-8936
identifier otherJAMCAV-25889#271_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/132367
description abstractThe dynamic response of cylindrical and conical panels subjected to arbitrary time-varying load distributions is studied and appropriate equations are presented. Convenient trigonometric series are used, in conjunction with finite-difference methods, to reduce the governing equations to sets of matrix equations. The numerical solution procedure involves time integration, using an unconditionally stable implicit (Houbolt) scheme, together with a Gaussian elimination technique particularly suited to the banded matrices involved. Calculated results treat the effects of conicity and various support conditions on the structural response. Individual cases show quantitatively how cylindrical panel response is more sensitive than that of conical panels to changes in edge restraint.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Dynamic Response of Cylindrical and Conical Panels
typeJournal Paper
journal volume36
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3564620
journal fristpage271
journal lastpage276
identifier eissn1528-9036
keywordsDynamic response
keywordsEquations
keywordsFinite difference methods AND Stress
treeJournal of Applied Mechanics:;1969:;volume( 036 ):;issue: 002
contenttypeFulltext


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