Paper Title:
Glass Fiber Reinforced-Polymer (GFRP) Bar Reinforced Concrete Deck Slab: Strength and Serviceability
  Abstract

This paper presents the study on GFRP bar reinforced concrete bridge deck that is designed as typical one-way concrete slab. Parametric study of deck thickness, girder spacing, and environmental reduction factor was performed, on the basis of requirements per ACI 440.1R-06 guideline, from which the results show that design of GFRP RC deck is controlled by the cracking serviceability but not the ultimate flexural moment.

  Info
Periodical
Chapter
Chapter 6: Advanced Construction Materials
Edited by
Xuejun Zhou
Pages
1247-1250
DOI
10.4028/www.scientific.net/AMM.99-100.1247
Citation
J. W. Huang, "Glass Fiber Reinforced-Polymer (GFRP) Bar Reinforced Concrete Deck Slab: Strength and Serviceability", Applied Mechanics and Materials, Vols. 99-100, pp. 1247-1250, 2011
Online since
September 2011
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Price
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