Experimental Behavior and Design of High-Strength Circular Concrete-Filled Steel Tube Short Columns

Author:

Wei Jiangang1,Luo Xia2,Lai Zhichao3ORCID,Varma Amit H.4

Affiliation:

1. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350116, China; Professor, College of Civil Engineering, Fujian Univ. of Technology, Fuzhou, Fujian 350118, China.

2. Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350116, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350116, China (corresponding author). ORCID: .

4. Professor, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

1. Behaviour and design of composite columns incorporating compact high-strength steel plates

2. Bergmann R. 1994. “Load introduction in composite columns filled with high strength concrete.” In Tubular Structure VI Proc. 6th Int. Symp. on Tubular Structures edited by P. Grundy A. Holgate and B. Wong 373–380. Melbourne VIC: Taylor & Francis.

3. Cederwall K. B. Engstrom and M. Grauers. 1990. “High-strength concrete used in composite columns.” In Proc. 2nd Int. Symp. on Utilization of High Strength Concrete edited by T. T. Hester 195–214. Farmington Hills MI: ACI.

4. Experimental study on behavior of short steel tubular columns filled with ultra-high strength concrete mixed with stone chip subjected to axial load;Chen G.;J. Build. Struct.,2011

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