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contributor authorYun Ling
contributor authorPeter A. Engel
contributor authorWilliam L. Brodsky
date accessioned2017-05-08T22:37:36Z
date available2017-05-08T22:37:36Z
date copyrightJune 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A6%28661%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84241
description abstractThe load-deflection relation and stress distribution of bonded annular rubber blocks are first derived by an approximate-linear approach. The solution approaches the exact relation asymptotically as the block thickness reduces. A general formula for the nonlinear load-deflection relation is then presented, based on a variational method, in which no specific form of the strain-energy function is required. An explicit approximate analytical solution is obtained by applying the general formula to a neo-Hookean material. The approximate solutions are compared with the finite-element analysis. The relationships among the stiffness, the shape factor
publisherAmerican Society of Civil Engineers
titleCompression of Bonded Annular Rubber Blocks
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:6(661)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


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