Numerical Investigation of Fire-Induced Spalling of Normal Strength Concrete-Reference-Cited by-同舟云学术

Numerical Investigation of Fire-Induced Spalling of Normal Strength Concrete

Published:2023-10 Issue:10 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhao Jie¹^ORCID,Zheng Jian-Jun²,Peng Gai-Fei³,Wang Meng-Qi⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China; Associate Professor, Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing 100044, China (corresponding author). ORCID: .

2. Professor, School of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310023, China.

3. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

4. Assistant Engineer, China Testing & Certification International Group Co. Ltd., No. 1, Guanzhuang Dongli, Chaoyang District, Beijing 100024, China.

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-15879

Reference45 articles.

1. Explosive spalling of normal strength concrete slabs subjected to severe fire

2. Fire resistance of RC columns with regard to spalling of concrete

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

4. Mechanics of Distributed Cracking

5. Bažant, Z. P., and M. F. Kaplan. 1996. Concrete at high temperatures: Material properties and mathematical models. Harlow, UK: Longman Group.

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