| contributor author | Abdeldjelil Belarbi | |
| contributor author | David N. Richardson | |
| contributor author | Matthew K. Swenty | |
| contributor author | Lawrence H. Taber | |
| date accessioned | 2017-05-08T21:37:16Z | |
| date available | 2017-05-08T21:37:16Z | |
| date copyright | June 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000094.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57681 | |
| description abstract | Current specifications require the removal of reinforcing bar contaminants that reduce bond prior to placing concrete. This study focused on the interactions of contaminant type, bar size, epoxy coating, concrete strength, and test method (beam and direct pullout). The majority of the beam tests showed the bond strength was not significantly affected, with certain exceptions. However, the direct pullout tests revealed a significant reduction of bond strength in most situations. Although the bond strength was still greater than that required by code, it is recommended that specifications for removal of contaminants should not be relaxed until further study is performed. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Contamination on Reinforcing Bar-Concrete Bond | |
| type | Journal Paper | |
| journal volume | 24 | |
| journal issue | 3 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000091 | |
| tree | Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 003 | |
| contenttype | Fulltext | |