| contributor author | H. Y. Yang | |
| contributor author | M. L. Wang | |
| contributor author | X. M. Chen | |
| date accessioned | 2017-05-08T22:38:16Z | |
| date available | 2017-05-08T22:38:16Z | |
| date copyright | March 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9399%281997%29123%3A3%28276%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84570 | |
| description abstract | The constitutive model of interface behavior in quasi-brittle materials developed by the writers is incorporated with the finite-element method. The procedure and problems about the formulation of interface element are analyzed in detail. The three-term recursive equation is modified to ensure the convergency of the dynamic relaxation process in the softening stage of the present study. A simple way of realizing the prescribed displacement constraint conditions is suggested for the dynamic relaxation iterative process. A finite-element code, SANIM (Structural Analysis with a New Interface Model), which can be used in quasi-brittle material structure analysis for different purposes, is developed. Numerical results were compared favorably with the experimental results of a rock salt specimen under direct tension. | |
| publisher | American Society of Civil Engineers | |
| title | Structural Finite-Element Analysis with New Interface Model | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1997)123:3(276) | |
| tree | Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 003 | |
| contenttype | Fulltext | |
