| contributor author | Mahsa Taheri | |
| contributor author | Joaquim A. O. Barros | |
| contributor author | Hamidreza Salehian | |
| date accessioned | 2017-05-08T21:55:40Z | |
| date available | 2017-05-08T21:55:40Z | |
| date copyright | March 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000407.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66738 | |
| description abstract | Using a design-oriented model recently developed for prediction of the moment-curvature relationship of a cross section of beams made by strain-softening or strain-hardening fiber reinforced concrete (FRC) and that can also include a certain percentage of longitudinal steel bars, a parametric study is carried out to evidence the effect of relevant characteristics of the post-cracking behavior of these materials in the moment-curvature and force-deflection responses of this type of structural elements. The study also analyzes the influence of the reinforcement ratio of longitudinal steel bars, | |
| publisher | American Society of Civil Engineers | |
| title | Parametric Study of the Use of Strain Softening/Hardening FRC for RC Elements Failing in Bending | |
| type | Journal Paper | |
| journal volume | 24 | |
| journal issue | 3 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000373 | |
| tree | Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 003 | |
| contenttype | Fulltext | |
