| contributor author | Jan Vorel | |
| contributor author | Mahendra Gattu | |
| contributor author | Zdeněk P. Bažant | |
| date accessioned | 2017-05-08T22:08:17Z | |
| date available | 2017-05-08T22:08:17Z | |
| date copyright | October 2014 | |
| date issued | 2014 | |
| identifier other | 31824818.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72092 | |
| description abstract | The typical cause of flexural failure of prestressed beams is compression crushing of concrete, which is a progressive softening damage. Therefore, according to the amply validated theory of deterministic (or energetic) size effect in quasi-brittle materials, a size effect must be expected. A commercial finite-element code, | |
| publisher | American Society of Civil Engineers | |
| title | Size Effect in Flexure of Prestressed Concrete Beams Failing by Compression Softening | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000983 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010 | |
| contenttype | Fulltext | |
