Show simple item record

contributor authorM. J. Robinson
contributor authorJ. B. Kosmatka
date accessioned2017-05-08T21:31:06Z
date available2017-05-08T21:31:06Z
date copyrightJune 2008
date issued2008
identifier other%28asce%291090-0268%282008%2912%3A3%28344%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54533
description abstractCurrently 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.
publisherAmerican Society of Civil Engineers
titleLight-Weight Fiber-Reinforced Polymer Composite Deck Panels for Extreme Applications
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2008)12:3(344)
treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record