| contributor author | Hieu H. Nguyen | |
| contributor author | John L. Tassoulas | |
| date accessioned | 2017-05-08T21:34:42Z | |
| date available | 2017-05-08T21:34:42Z | |
| date copyright | January 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000036.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56561 | |
| description abstract | Elastomeric bearings are widely used in bridge supports to accommodate thermal and other movements. The study presented in this paper extends an earlier investigation of two-dimensional bearing performance to three dimensions. Large-deformation rubber hyperelasticity is reviewed and a theoretical model is described with the steel-reinforced bearing subjected to compression in the direction through the thickness followed by shear in various lateral directions, including bridge longitudinal and transverse directions. Computations are carried out using the general-purpose, finite-element analysis computer program, ABAQUS. Conclusions are drawn regarding the effects of shear direction on bearing behavior. | |
| publisher | American Society of Civil Engineers | |
| title | Directional Effects of Shear Combined with Compression on Bridge Elastomeric Bearings | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000034 | |
| tree | Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001 | |
| contenttype | Fulltext | |