| contributor author | Zdeněk P. Bažant | |
| contributor author | Qiang Yu | |
| date accessioned | 2017-05-08T21:43:30Z | |
| date available | 2017-05-08T21:43:30Z | |
| date copyright | August 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000263.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60716 | |
| description abstract | The cohesive crack model has been widely accepted as the best compromise for the analysis of fracture of concrete and other quasibrittle materials. The softening stress-separation law of this model is now believed to be best described as a bilinear curve characterized by four parameters: the initial and total fracture energies | |
| publisher | American Society of Civil Engineers | |
| title | Size-Effect Testing of Cohesive Fracture Parameters and Nonuniqueness of Work-of-Fracture Method | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000254 | |
| tree | Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 008 | |
| contenttype | Fulltext | |
