| contributor author | A. Fafitis | |
| contributor author | Y. H. Won | |
| date accessioned | 2017-05-08T23:30:08Z | |
| date available | 2017-05-08T23:30:08Z | |
| date copyright | October, 1989 | |
| date issued | 1989 | |
| identifier issn | 0094-4289 | |
| identifier other | JEMTA8-26931#443_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/105472 | |
| description abstract | An incremental three-dimensional stress-strain relationship for concrete with induced anisotropy has been developed. The nonlinearity and path-dependency are modeled by expressing the elastic moduli at each increment as function of the octahedral and deviatoric strains, based on a uniaxial stochastic model developed earlier. Predictions of multiaxial response under proportional and nonproportional loading are in good agreement with experimental results. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | A Stochastic Nonlinear Constitutive Law for Concrete | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Materials and Technology | |
| identifier doi | 10.1115/1.3226494 | |
| journal fristpage | 443 | |
| journal lastpage | 449 | |
| identifier eissn | 1528-8889 | |
| keywords | Concretes | |
| keywords | Anisotropy | |
| keywords | Stress-strain relations AND Elastic moduli | |
| tree | Journal of Engineering Materials and Technology:;1989:;volume( 111 ):;issue: 004 | |
| contenttype | Fulltext | |
