Closure to “Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets” by Shaodi Wang, Zhuangcheng Fang, Gongfa Chen, Haibo Jiang, and Shuai Teng

Author:

Wang Shaodi1,Fang Zhuangcheng2,Chen Gongfa3,Jiang Haibo4ORCID,Teng Shuai5

Affiliation:

1. Ph.D. Candidate, Earthquake Engineering Research & Test Center, Guangzhou Univ., Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

2. Earthquake Engineering Research & Test Center, Guangzhou Univ., Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

3. Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

4. Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China (corresponding author). ORCID: .

5. Ph.D. Candidate, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. AASHTO. 2013. AASHTO LRFD bridge design specification. 6th ed. Washington, DC: AASHTO.

2. CEN (European Committee for Standardization). 2005. Design of composite steel and concrete structure. Part 2: General rules for bridge. Eurocode 4. Brussels, Belgium: CEN.

3. Behavior of grouped stud shear connectors between precast high-strength concrete slabs and steel beams;Fang Z. C.;Steel Compos. Struct.,2020

4. fib (International Federation for Structural Concrete). 2010. CEB-FIB, fib model code for concrete structures. CH-1015. Lausanne, Switzerland: fib.

5. GB (Guobiao Standards). 2003. Code for design of steel structures. GB 50017-2003. Beijing: China Planning Press. Beijing, PR China minister of China.

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