| contributor author | Faouzi Ghrib | |
| contributor author | René Tinawi | |
| date accessioned | 2017-05-08T22:37:35Z | |
| date available | 2017-05-08T22:37:35Z | |
| date copyright | April 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9399%281995%29121%3A4%28513%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84221 | |
| description abstract | This paper presents damage-mechanics-based models for predicting the nonlinear static response of unreinforced concrete dams. An anisotropic formulation of the damage because of cracking is proposed. It leads to a reasonable finite-element mesh size. Correct convergence of energy dissipation is ensured by using the energy equivalence concept. The proposed expression for the evolution of damage is a function of the basic properties of concrete strength, | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Behavior of Concrete Dams Using Damage Mechanics | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1995)121:4(513) | |
| tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004 | |
| contenttype | Fulltext | |
