| contributor author | Julie L. Reilly | |
| contributor author | William D. Cook | |
| contributor author | Josée Bastien | |
| contributor author | Denis Mitchell | |
| date accessioned | 2017-05-08T21:38:13Z | |
| date available | 2017-05-08T21:38:13Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000463.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/58056 | |
| description abstract | Tests on two-way reinforced concrete slab-column connections with simulated delamination are reported. The experimental results are compared with test results of companion specimens to investigate the effects of significant delamination on the punching and postpunching responses of the specimens, as well as the effects of structural integrity reinforcement on the postpunching behavior of delaminated specimens. The results are also compared with predictions of punching shear resistance and postpunching shear resistance predictions. Significant delamination of the top reinforcement caused decreases in prepunching stiffness, punching shear resistance, and postpunching shear resistance of the specimens. The provision of structural integrity reinforcement allowed for the development of a postpunching shear resisting mechanism, increasing the postpunching shear resistances and ultimate deflections. | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Delamination on the Performance of Two-Way Reinforced Concrete Slabs | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000457 | |
| tree | Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 004 | |
| contenttype | Fulltext | |
