| contributor author | Ahmed S. Debaiky | |
| contributor author | Gilbert Nkurunziza | |
| contributor author | Brahim Benmokrane | |
| contributor author | Patrice Cousin | |
| date accessioned | 2017-05-08T21:30:54Z | |
| date available | 2017-05-08T21:30:54Z | |
| date copyright | October 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0268%282006%2910%3A5%28370%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54390 | |
| description abstract | The long-term behavior of glass fiber-reinforced polymer (GFRP) reinforcing bars is one of the most critical issues for the acceptance of these materials as reinforcement for concrete structures. There is a high demand for experimental studies to investigate the stability of the tensile strength, ultimate elongation, and elasticity modulus. GFRP reinforcing bars inherently have a low elasticity modulus, which must not significantly decrease over time under loading or the serviceability behavior of the concrete element containing them will be jeopardized. This paper evaluates the residual tensile properties of three sizes of sand-coated GFRP reinforcing bars in alkaline and water environments combined with sustained loading and elevated temperature. Bar diameters of 15.9 (No. 5), 12.7 (No. 4), and | |
| publisher | American Society of Civil Engineers | |
| title | Residual Tensile Properties of GFRP Reinforcing Bars after Loading in Severe Environments | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2006)10:5(370) | |
| tree | Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005 | |
| contenttype | Fulltext | |
