| contributor author | Radhouane Masmoudi | |
| contributor author | Ali Zaidi | |
| contributor author | Patrick Gérard | |
| date accessioned | 2017-05-08T21:30:47Z | |
| date available | 2017-05-08T21:30:47Z | |
| date copyright | October 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0268%282005%299%3A5%28377%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54324 | |
| description abstract | Fiber reinforced polymers (FRPs) have a thermal expansion in the transverse direction much higher than in the longitudinal direction and also higher than the thermal expansion of hardened concrete. The difference between the transverse coefficient of thermal expansion of FRP bars and concrete may cause splitting cracks within the concrete under temperature increase and, ultimately, failure of the concrete cover if the confining action of concrete is insufficient. This paper presents the results of an experimental investigation to analyze the effect of the ratio of concrete cover thickness to FRP bar diameter | |
| publisher | American Society of Civil Engineers | |
| title | Transverse Thermal Expansion of FRP Bars Embedded in Concrete | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2005)9:5(377) | |
| tree | Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 005 | |
| contenttype | Fulltext | |
