Paper Title:
Durability of Glass Fiber Reinforced Polymer (GFRP) Bar Used as Concrete Reinforcement: Temperature Effect
  Abstract

This paper presents calibration of service temperature on the prediction of long-term performance of GFRP bar in reinforced concrete structures. Two approaches, based on monthly average temperature and yearly average temperature are proposed to simulate the real service condition on the RC structure for the study on long-term performance. A design example for the comparison of results by the two approaches is presented.

  Info
Periodical
Chapter
Chapter 4: Reliability and Durability of Structures
Edited by
Xuejun Zhou
Pages
1573-1576
DOI
10.4028/www.scientific.net/AMM.94-96.1573
Citation
J. W. Huang, "Durability of Glass Fiber Reinforced Polymer (GFRP) Bar Used as Concrete Reinforcement: Temperature Effect", Applied Mechanics and Materials, Vols. 94-96, pp. 1573-1576, 2011
Online since
September 2011
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