Experimental Studies on Concrete Filled Steel Tubes under High Strain Rate Loading

Author:

Xiao Yan12232,Shan Jianhua12232,Zheng Qiu12232,Chen Bosheng12232,Shen Yali12232

Affiliation:

1. Director and Prof., Center for Integrated Protection Research of Engineering Structures (CIPRES), China Education Ministry Key Laboratory of Building Safety and Efficiency, Hunan Univ., Changsha 410082, China; and, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA (corresponding author).

2. Research Asst., Center for Integrated Protection Research of Engineering Structures (CIPRES), China Education Ministry Key Laboratory of Building Safety and Efficiency, Hunan Univ., Changsha 410082, China.

3. Research Engineer, Center for Integrated Protection Research of Engineering Structures (CIPRES), China Education Ministry Key Laboratory of Building Safety and Efficiency, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. AISC. (2005). “Specification for structural steel buildings.” Chicago.

2. Compressive behaviour of concrete at high strain rates

3. CEB. (1988). “Concrete structures under impact and impulsive loading.” Bulletin d’Information Synthesis Rep. No . 187 Beijing.

4. Comite Europeen de Normalisation (CEN). (2003). “Design of composite steel and concrete structures prEN 1994–1-1.” Eurocode 4 Brussels Belgium.

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