Performance of CFRP-Strengthened Concrete Bridge Girders under Combined Live Load and Hydrocarbon Fire-Reference-Cited by-同舟云学术

Performance of CFRP-Strengthened Concrete Bridge Girders under Combined Live Load and Hydrocarbon Fire

Published:2018-07 Issue:7 Volume:23 Page:04018042
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Beneberu Eyosias¹,Yazdani Nur²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019 (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX, 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001244

Reference30 articles.

1. Adelzadeh M. (2013). “Structural and thermal behavior of insulated FRP-strengthened reinforced concrete beams and slabs in fire.” Ph.D. thesis Queen’s Univ. Kingston ON Canada.

2. Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models

3. ASCE. (2017). “2017 infrastructure report card.” ⟨https://www.infrastructurereportcard.org/wp-content/uploads/2017/01/Bridges-Final.pdf⟩ (Oct. 28 2017).

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