Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure-Reference-Cited by-同舟云学术

Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure

Published:2021-08 Issue:8 Volume:147 Page:04021109
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yu Ying¹,Hang Zhenyuan²,Zhao Wei³,Zhao Xiaohua¹

Affiliation:

1. Professor, Dept. of Civil Engineering, Shantou Univ., Shantou 515063, China; Professor, Guangdong Engineering Center for Structure Safety and Health Monitoring, Shantou Univ., Shantou 515063, PR China.

2. Ph.D. Candidate, Dept. of Civil Engineering, Shantou Univ., Shantou 515063, China; Lecturer, College of Road and Bridge, Zhejiang Institute of Communications, Hangzhou 311112, China.

3. Professor, College of Road and Bridge, Zhejiang Institute of Communications, Hangzhou 311112, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003070

Reference31 articles.

1. Behavior of unbonded prestressed continuous concrete slabs with the middle and edge span subjected to fire in sequence

2. Valencia bridge fire tests: Experimental study of a composite bridge under fire

3. Experimental behavior of ultra high performance fiber reinforced concrete beams under fire conditions

4. Residual strength of CFRP strengthened prestressed concrete bridge girders after hydrocarbon fire exposure

5. Incremental modeling of relaxation of prestressing wires under variable loading and temperature

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