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Journal ArticleDOI

Structural Behavior of FRP Composite Bridge Deck Panels

TLDR
In this paper, the authors evaluated the force-deformation responses of composite bridge deck panels under AASHTO MS 22.5 (HS25) truck wheel load and up to failure.
Abstract
Fiber-reinforced polymer (FRP) composite bridge deck panels are high-strength, corrosion resistant, weather resistant, etc., making them attractive for use in new construction or retrofit of existing bridges. This study evaluated the force-deformation responses of FRP composite bridge deck panels under AASHTO MS 22.5 (HS25) truck wheel load and up to failure. Tests were conducted on 16 FRP composite deck panels and four reinforced concrete conventional deck panels. The test results of FRP composite deck panels were compared with the flexural, shear, and deflection performance criteria per Ohio Department of Transportation specifications, and with the test results of reinforced concrete deck panels. The flexural and shear rigidities of FRP composite deck panels were calculated. The response of all panels under service load, factored load, cyclic loading, and the mode of failure were reported. The tested bridge deck panels satisfied the performance criteria. The safety factor against failure varies from 3 to 8.

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Journal ArticleDOI

Fiber-Reinforced Polymer Composites: Manufacturing, Properties, and Applications.

TL;DR: An overview of a diverse range of fibers, their properties, functionality, classification, and various fiber composite manufacturing techniques is presented to discover the optimized fiber-reinforced composite material for significant applications.
Journal ArticleDOI

Analytical and experimental evaluation of flexural behavior of FRP pultruded composite profiles for bridge deck structural design

TL;DR: In this paper, a method to evaluate fiber volume fractions and equivalent lamina thickness is proposed for assessing flexural behavior of pultruded glass-fiber-reinforced polymer composite profiles commonly used in bridge deck applications.
Journal ArticleDOI

Experimental investigation of movable hybrid GFRP and concrete bridge deck

TL;DR: In this paper, the authors proposed a hybrid GFRP and concrete deck for beam-and-slab bridges, which consists of corrugated pultruded girders with T-upstands for tension part and concrete with reinforcing bars for compression part.
Journal ArticleDOI

Mechanical performance of two-way modular FRP sandwich slabs

TL;DR: In this paper, a modular GFRP sandwich assembly for two-way slab applications is presented, where the sandwich assemblies were built up sections made from pultruded web-core box profiles incorporated between two flat panels, connected via adhesive bonding or novel blind bolts.
Journal ArticleDOI

Mechanical performance of modular FRP-steel composite beams for building construction

TL;DR: In this article, the authors present an experimental and modelling investigation into modular web-flange fiber-reinforced polymer (FRP)-steel composite systems for use in building floor construction.
References
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Journal ArticleDOI

Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applications

TL;DR: In this paper, a fiber-reinforced plastic (FRP) composite deck with sinusoidal core geometry in the plane and extending vertically between face laminates is considered.
Journal ArticleDOI

Experimental dynamic characterization of an frp composite bridge superstructure assembly

TL;DR: In this paper, a system comprised of concrete filled, filament wound, circular carbon/epoxy girders and an E-glass/polyester deck, representative of a bridge section in the positive moment region was tested at large scale to assess the overall and component structural response.
Journal ArticleDOI

Structural Characterization of Hybrid Fiber-Reinforced Polymer-Glulam Panels for Bridge Decks

TL;DR: In this article, the structural characterization of hybrid fiber-reinforced polymer (FRP)-glued laminated (glulam) panels for bridge deck construction is examined using a combined analytical and experimental approach.
Journal ArticleDOI

Static and fatigue testing of hybrid fiber-reinforced polymer-concrete bridge superstructure

TL;DR: In this article, the experimental results from static and fatigue testing on a scale model of a hybrid fiber-reinforced polymer (FRP)-concrete bridge superstructure were presented.
Journal ArticleDOI

Performance of tube and plate fiberglass composite bridge deck

TL;DR: A composite bridge deck system assembled from glass/polyester pultruded components has been developed in this article, which utilizes square tubes running transverse to the traffic direction, mechanically fastened and bonded together, and flat cover plates bonded to the tubes with an epoxy adhesive and through-anchored to the deck support structure using mechanical connectors.
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