| contributor author | Yun Ling | |
| contributor author | Peter A. Engel | |
| contributor author | William L. Brodsky | |
| date accessioned | 2017-05-08T22:37:36Z | |
| date available | 2017-05-08T22:37:36Z | |
| date copyright | June 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9399%281995%29121%3A6%28661%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84241 | |
| description abstract | 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 | |
| publisher | American Society of Civil Engineers | |
| title | Compression of Bonded Annular Rubber Blocks | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 6 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1995)121:6(661) | |
| tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 006 | |
| contenttype | Fulltext | |