| contributor author | Mahdi Arezoumandi | |
| contributor author | Jeffery S. Volz | |
| date accessioned | 2017-05-08T21:56:45Z | |
| date available | 2017-05-08T21:56:45Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000873.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67233 | |
| description abstract | An experimental investigation was conducted to study the shear strength of full-scale beams constructed with both chemically based self-consolidating concrete (SCC) and conventional concrete (CC). This experimental program consisted of 12 beams without stirrups with three different longitudinal reinforcement ratios. The beams were tested under a simply supported four-point loading condition. The experimental shear strengths of the beams were compared with the shear provisions of both U.S. and international design codes. Furthermore, the shear strengths of the beams were evaluated based on fracture mechanics approaches, modified compression field theory (MCFT), and a shear database of CC specimens. Results of this study show that the SCC possesses comparable shear strength to the CC. | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strength of Chemically Based Self-Consolidating Concrete Beams: Fracture Mechanics Approach versus Modified Compression Field Theory | |
| type | Journal Paper | |
| journal volume | 26 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000834 | |
| tree | Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004 | |
| contenttype | Fulltext | |
