Influences of polymer concrete surfacing and localised load distribution on behaviour up to failure of an orthotropic FRP bridge deck
Author:
Publisher
Elsevier BV
Subject
Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites
Reference11 articles.
1. Field issues associated with use of fiber-reinforced polymer composite bridge decks and superstructures in harsh environments;Triandafilou;Struct Eng Int,2010
2. Performance of a scaled FRP deck-on-steel girder bridge model with partial degree of composite action;Davalos;Eng Struct,2012
3. Structural performance of a FRP deck;Kumar;Constr Build Mater,2004
4. Critical evaluation of strain measurements in glass fiber-reinforced polymer bridge decks;Coogler;ASCE J Bridge Eng,2005
5. Performance of a fibre-reinforced polymer bridge deck under dynamic wheel loading;Daly;Composites Part A,2006
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3. FRP Pedestrian Bridges—Analysis of Different Infill Configurations;Buildings;2021-11-22
4. Bi-axial behaviours of abraded and rehabilitated FRP decks as anisotropic plates under concentrated wheel loading;Engineering Structures;2021-04
5. Simulation of Bridge Deck Made-Up of Fibre Reinforced Polymer Composites Reinforced with ZrO2;Lecture Notes in Mechanical Engineering;2020-10-31
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