Dynamic Mechanical Properties and Mechanisms of Ordinary Concrete after High Temperature-Reference-Cited by-同舟云学术

Dynamic Mechanical Properties and Mechanisms of Ordinary Concrete after High Temperature

Published:2024-03 Issue:3 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Peng Shuai¹,Shen Linsong²,Du Xiaoqing³,Wu Bo²,Yu Zhenpeng⁴^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China.

2. Master’s Student, Dept. of Civil Engineering, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China.

3. Professor, Dept. of Civil Engineering, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China.

4. Lecturer, Dept. of Civil Engineering, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-16996

Reference55 articles.

1. Fracture of rock: Effect of loading rate

2. Effects of the cooling treatment on the dynamic behavior of ordinary concrete exposed to high temperatures

3. CEB-FIP (Comité Euro-International du Béton). 1993. CEB-FIP model code 1990: Design code. London: Thomas Telford Publishing.

4. Effect of high temperature and cooling regimes on the compressive strength and pore properties of high performance concrete

5. Residual stress–strain relationship for concrete after exposure to high temperatures

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