| contributor author | M. J. Robinson | |
| contributor author | J. B. Kosmatka | |
| date accessioned | 2017-05-08T21:31:06Z | |
| date available | 2017-05-08T21:31:06Z | |
| date copyright | June 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291090-0268%282008%2912%3A3%28344%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54533 | |
| description abstract | Currently within the military there is a need for a universal light-weight bridge deck system capable of supporting extreme loads over a wide temperature range. This research presents the development, testing, and analysis of five different fiber-reinforced polymer (FRP) webbed core deck panels. The performance of the FRP webbed decks are compared with an existing aluminum deck and with a baseline balsa core system, which has previously been tested as part of the development of the composite army bridge for the US Army. The study shows that for one-way bending, the FRP webbed core can exceed the shear strength of the baseline balsa core by a factor of 3.2 at a core’s density, which is 28% lighter than the balsa baseline. In addition, weight savings in excess of 30% are shown for using FRP decking in place of conventional aluminum decking. Based on test results and finite-element analysis, the failure modes of the different FRP webbed cores are discussed and design recommendations for FRP webbed core decks are provided. | |
| publisher | American Society of Civil Engineers | |
| title | Light-Weight Fiber-Reinforced Polymer Composite Deck Panels for Extreme Applications | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2008)12:3(344) | |
| tree | Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003 | |
| contenttype | Fulltext | |