| contributor author | Zhang Chuhan | |
| contributor author | Wang Guanglun | |
| contributor author | Wang Shaomin | |
| contributor author | Dong Yuexing | |
| date accessioned | 2017-05-08T21:17:22Z | |
| date available | 2017-05-08T21:17:22Z | |
| date copyright | April 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290899-1561%282002%2914%3A2%28108%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45751 | |
| description abstract | Strain controlled uniaxial tensile and compressive tests of rolled compacted concrete (RCC) are conducted to establish the constitutive relationship of RCC. Complete stress-strain constitutive curves including strain-softening behavior of the material have been obtained. To satisfy the test requirements for obtaining the strain-softening behavior of the material, the stability conditions on specimen parameters and machine rigidity are described based on the concept of strain localization. By using test results of RCC, a 200-m high RCC gravity dam, Longtan Dam, is analyzed for earthquake resistance using the procedure of nonlinear fracture mechanics and the compression-shear failure mechanism for concrete. A safety evaluation of the dam’s ability to resist the design earthquake under different reservoir elevations is performed. | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Tests of Rolled Compacted Concrete and Nonlinear Fracture Analysis of Rolled Compacted Concrete Dams | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2002)14:2(108) | |
| tree | Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 002 | |
| contenttype | Fulltext | |
