| contributor author | Amir Ghatefar | |
| contributor author | Ehab El-Salakawy | |
| contributor author | M. T. Bassuoni | |
| date accessioned | 2017-05-08T22:19:14Z | |
| date available | 2017-05-08T22:19:14Z | |
| date copyright | December 2014 | |
| date issued | 2014 | |
| identifier other | 40771752.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/77504 | |
| description abstract | Because concrete bridge deck slabs are much longer in the traffic direction, they experience transverse early-age cracks due to volumetric instability and restraint. In the last decade, the use of the noncorrodible fiber-reinforced polymer (FRP) bars in concrete bridges has significantly increased. This paper presents the experimental results of four full-scale, cast-in-place glass FRP–reinforced concrete (GFRP-RC) deck slabs, subjected to early-age shrinkage. The slabs measured | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Reinforcement Ratio on Transverse Early-Age Cracking of GFRP-RC Bridge Deck Slabs | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 6 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000479 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 006 | |
| contenttype | Fulltext | |
