| contributor author | Hassan Aoude | |
| contributor author | William D. Cook | |
| contributor author | Denis Mitchell | |
| date accessioned | 2017-05-08T22:00:32Z | |
| date available | 2017-05-08T22:00:32Z | |
| date copyright | January 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000818.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68707 | |
| description abstract | This paper presents the results from an experimental program that studied the effects of simulated delamination and corrosion on the structural response of six two-way slab-column specimens with details typical of older construction. The results in terms of load-deflection response, punching shear resistance, and cracking are compared. The test results demonstrate that a reduction in reinforcing bar cross-sectional area (simulated corrosion) leads to a significant drop in punching shear resistance and results in increased crack widths. In addition, the study demonstrates that a critical degree of delamination can lead to a reduction in punching shear capacity, greater crack widths, and loss of stiffness. | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Simulated Corrosion and Delamination on Response of Two-Way Slabs | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000775 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001 | |
| contenttype | Fulltext | |