| contributor author | B. M. Kavlicoglu | |
| contributor author | M. Saiidi | |
| contributor author | F. Gordaninejad | |
| date accessioned | 2017-05-08T21:30:33Z | |
| date available | 2017-05-08T21:30:33Z | |
| date copyright | February 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0268%282003%297%3A1%2850%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54167 | |
| description abstract | A new graphite/epoxy/concrete (G/E/C) cross section was developed and tested under fatigue loading with constant amplitude for one million cycles. The cross section consisted of a G/E box element, a G/E channel element, a concrete slab, and a concrete box formed by the walls of the G/E elements. Epoxy resin and vertical steel stirrups provided shear connection between G/E elements and the concrete slab. The results showed that the epoxy interface slipped after 150,000 cycles of fatigue loading. Softening of the girder continued for another 350,000 cycles of loading, after which the stiffness and strains stabilized. The failure testing of the girder after fatigue loading showed that the load and displacement capacities were only moderately reduced by fatigue loading. | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Response of New Graphite/Epoxy-Concrete Girder | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2003)7:1(50) | |
| tree | Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 001 | |
| contenttype | Fulltext | |
