Tensile and Low-Cycle Fatigue Properties of HTRB630 High-Strength Steel Bars after Exposure to High Temperatures-Reference-Cited by-同舟云学术

Tensile and Low-Cycle Fatigue Properties of HTRB630 High-Strength Steel Bars after Exposure to High Temperatures

Published:2024-02 Issue:2 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhuang Mei-Ling¹^ORCID,Gao Li²,Sun Chuanzhi³,Long Hao⁴,Su Shizhe⁴

Affiliation:

1. Lecturer, School of Transportation and Civil Engineering, Nantong Univ., Nantong 226019, China (corresponding author). ORCID: .

2. Professor, School of Civil Engineering and Architecture, Suqian College, Suqian 223800, China; Professor, Jiangsu Province Engineering Research Center of Prefabricated Building and Intelligent Construction, Suqian College, Suqian 223800, China.

3. Lecturer, School of Civil Engineering and Architecture, Suqian College, Suqian 223800, China; Lecturer, Jiangsu Province Engineering Research Center of Prefabricated Building and Intelligent Construction, Suqian College, Suqian 223800, China.

4. School of Transportation and Civil Engineering, Nantong Univ., Nantong 226019, 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-16790

Reference22 articles.

1. ACI (American Concrete Institute). 2008. Building code requirements for structural concrete (ACI 318-08) and commentary. Farmington Hills, MI: ACI.

2. Fire induced progressive collapse of steel building structures: The role of interior gravity columns

3. Low-cycle fatigue failure of reinforcing steel bars;Brown J.;ACI Mater. J.,2004

4. Experimental and numerical investigations on seismic performance of RC bridge piers considering buckling and low-cycle fatigue of high-strength steel bars

5. The effect of cement dosage on mechanical properties of concrete exposed to high temperatures

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