Unified Damage Constitutive Model for Fiber-Reinforced Concrete at High Temperature-Reference-Cited by-同舟云学术

Unified Damage Constitutive Model for Fiber-Reinforced Concrete at High Temperature

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yao Yao¹^ORCID,Fang Hu²^ORCID,Guo Hongcun³

Affiliation:

1. Professor, School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical Univ., Xi’an 710072, China; Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China (corresponding author). ORCID: .

2. Graduate Student, School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical Univ., Xi’an 710072, China. ORCID:

3. Ph.D. Candidate, School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical Univ., Xi’an 710072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002057

Reference43 articles.

1. Prestressed concrete thermal behaviour

2. Constitutive Relationships for Steel Fibre Reinforced Concrete at Elevated Temperatures

3. Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures