Experimental Study on the Competitive Failure of Headed Stud Connectors under Freeze

Experimental Study on the Competitive Failure of Headed Stud Connectors under Freeze–Thaw Cycles

Published:2024-09 Issue:3 Volume:38 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Wei Xing¹^ORCID,Kang Zhirui²,Xiao Lin³,Zhang Jing⁴,Zhan Gangyi⁵

Affiliation:

1. Professor, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Associate Professor, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

4. Master’s Candidate, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

5. Professorate Senior Engineer, China Railway Shanghai Design Institute Group Co., Ltd., Shanghai 200070, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCRGEI.CRENG-782

Reference28 articles.

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2. CEN (European Committee for Standardization). 2004. Eurocode 4: Design of composite steel and concrete structures part 1-1: General rules and rules for buildings. EN 1994-1-1: 2004. Brussels, Belgium: CEN.

3. Experimental study and modelling of concrete carbonation under the coupling effect of freeze-thaw cycles and sustained loads

4. Static and fatigue behavior of steel-concrete composite beams with corroded studs

5. China Architecture & Building Press. 2010. Standard for test methods of long-term performance and durability of ordinary concrete. GB/T 50082-2009. [In Chinese.] Beijing: China Architecture & Building Press.