| contributor author | Rasheeduzzafar | |
| contributor author | S. S. Al‐Saadoun | |
| contributor author | A. S. Al‐Gahtani | |
| date accessioned | 2017-05-08T21:16:42Z | |
| date available | 2017-05-08T21:16:42Z | |
| date copyright | November 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290899-1561%281992%294%3A4%28327%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45297 | |
| description abstract | Concrete cover, concrete quality, and bar size have a significant effect on corrosion initiation and corrosion cracking. This paper attempts to quantify the effect of these three parameters in providing corrosion protection to reinforcing steel. It is found that the cover‐to‐bar‐diameter ( | |
| publisher | American Society of Civil Engineers | |
| title | Corrosion Cracking in Relation to Bar Diameter, Cover, and Concrete Quality | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1992)4:4(327) | |
| tree | Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 004 | |
| contenttype | Fulltext | |
