| contributor author | Gianluca Cusatis | |
| contributor author | Zdeněk P. Bažant | |
| contributor author | Luigi Cedolin | |
| date accessioned | 2017-05-08T22:39:59Z | |
| date available | 2017-05-08T22:39:59Z | |
| date copyright | December 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9399%282003%29129%3A12%281449%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85676 | |
| description abstract | The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect. | |
| publisher | American Society of Civil Engineers | |
| title | Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: II. Computation and Validation | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2003)129:12(1449) | |
| tree | Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 012 | |
| contenttype | Fulltext | |
