| contributor author | C. Andrade | |
| contributor author | A. Arteaga | |
| contributor author | C. López-Hombrados | |
| contributor author | A. Vázquez | |
| date accessioned | 2017-05-08T21:17:18Z | |
| date available | 2017-05-08T21:17:18Z | |
| date copyright | October 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290899-1561%282001%2913%3A5%28319%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45712 | |
| description abstract | It has been claimed in the past that one of the main concerns regarding the use of galvanized reinforcement is a possible decrease of the rebar/concrete bond strength. The available results in the literature are contradictory to this. Besides, no long-term-study results have been found. In this paper, a series of tests is presented that compares the bond of deformed bare rebars with galvanized ones, exposed up to 10 years to a chloride environment in natural seawater (Mediterranean). In the case of galvanized rebars, the action of an H | |
| publisher | American Society of Civil Engineers | |
| title | Tests on Bond of Galvanized Rebar and Concrete Cured in Seawater | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 5 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2001)13:5(319) | |
| tree | Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 005 | |
| contenttype | Fulltext | |
