Effects of Biaxial Bending and Axial Restraint on Hybrid Fiber Reinforced High-Performance Concrete Columns at Elevated Temperatures-Reference-Cited by-同舟云学术

Effects of Biaxial Bending and Axial Restraint on Hybrid Fiber Reinforced High-Performance Concrete Columns at Elevated Temperatures

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Du Panwei¹^ORCID,Yang Yaowen²^ORCID,Tan Kang Hai³

Affiliation:

1. Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. ORCID: .

2. Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. ORCID: .

3. Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (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

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003484

Reference23 articles.

1. Outcomes of a major research on fire resistance of concrete columns

2. Explosive spalling of high-strength concrete columns in fire

3. Anderberg, Y., and S. Thelandersson. 1976. Stress and deformation characteristics of concrete at high temperatures: Experimental investigation and material behaviour model. Lund, Sweden: Lund Institute of Technology.

4. Experimental behaviour of high-strength concrete columns in fire

5. Simplified method for analysis of circular steel tubed-reinforced-concrete columns under eccentric compression

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