| contributor author | Guido Camata | |
| contributor author | Benson Shing | |
| date accessioned | 2017-05-08T21:30:51Z | |
| date available | 2017-05-08T21:30:51Z | |
| date copyright | December 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0268%282005%299%3A6%28545%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54344 | |
| description abstract | This paper presents a study on the evaluation of the static performance of a glass fiber-reinforced polymer (GFRP) bridge deck that was installed in O’Fallon Park over Bear Creek west of the City of Denver. The bridge deck has a sandwich panel configuration, consisting of two stiff faces separated by a light-weight honeycomb core. The deck was manufactured using a hand lay-up technique. To assist the preliminary design of the deck, the stiffness and load-carrying capacities of four approximately 330 mm (13 in.) wide GFRP beam specimens were evaluated. The crushing capacity of the panel was also examined by subjecting four | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of GFRP Honeycomb Beams for the O’Fallon Park Bridge | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 6 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2005)9:6(545) | |
| tree | Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 006 | |
| contenttype | Fulltext | |
