Light-Weight Fiber-Reinforced Polymer Composite Deck Panels for Extreme Applications
- 1 June 2008
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Composites for Construction
- Vol. 12 (3) , 344-354
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...Keywords
This publication has 6 references indexed in Scilit:
- Structural Behavior of FRP Composite Bridge Deck PanelsJournal of Bridge Engineering, 2006
- Trilateral Design and Test Code for Military Bridging and Gap-Crossing Equipment2005
- Filament-Wound Glass Fiber Reinforced Polymer Bridge Deck ModulesJournal of Composites for Construction, 2003
- Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applicationsComposite Structures, 2001
- Life-Cycle Costs of Fiber-Reinforced-Polymer Bridge DecksJournal of Materials in Civil Engineering, 1999
- Structural testing of DARPA/BIR composite army bridge treadwayComposite Structures, 1999