Compression of Bonded Annular Rubber Blocks

The 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 pre...

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Bibliographic Details
Published inJournal of engineering mechanics Vol. 121; no. 6; pp. 661 - 666
Main Authors Ling, Yun, Engel, Peter A, Brodsky, William L
Format Journal Article
LanguageEnglish
Published Reston, VA American Society of Civil Engineers 01.06.1995
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Summary:The 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 s , and the diameter ratio are explored in detail and some interesting phenomena are observed. For example, a centrally placed tiny hole in a very thin circular disk can cause a sharp drop in its stiffness.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0733-9399
1943-7889
DOI:10.1061/(ASCE)0733-9399(1995)121:6(661)