Numerical Studies on the Performance Degradation of Headed Stud Shear Connectors in Composite Structures Under Freeze

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Numerical Studies on the Performance Degradation of Headed Stud Shear Connectors in Composite Structures Under Freeze–Thaw Cycles

Published:2023-11-28 Issue: Volume: Page:
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Xiao Lin,Wei Xing^ORCID,Kang Zhirui,Zhang Jing,Zhan Gangyi

Funder

National Natural Science Foundation of China

Sichuan Province Science and Technology Support Program

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s40999-023-00920-7.pdf

Reference33 articles.

1. EN 1994–1–1 (2004) Eurocode 4: design of composite steel and concrete structures - part 1–1: general rules and rules for buildings

2. An L, Cederwall K (1996) Push-out tests on studs in high strength and normal strength concrete. J Constr Steel Res 36(1):15–29

3. Shim CS (2004) Experiments on limit state design of large stud shear connectors. KSCE J Civ Eng 8:313–318

4. Valente IB, Cruz PJS (2009) Experimental analysis of shear connection between steel and lightweight concrete. J Constr Steel Res 65:1954–1963

5. Xue D et al (2012) Static behavior of multi-stud shear connectors for steel-concrete composite bridge. J Constr Steel Res. https://doi.org/10.1016/j.jcsr.2011.09.017

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