FRP-Confined Circular Concrete-Filled Thin Steel Tubes under Axial Compression-Reference-Cited by-同舟云学术

FRP-Confined Circular Concrete-Filled Thin Steel Tubes under Axial Compression

Published:2011-10 Issue:5 Volume:15 Page:850-860
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hu Y. M.¹²³,Yu T.¹²³,Teng J. G.¹²³

Affiliation:

1. Assistant Resident Engineer, AECOM (Asia) Co. Ltd., Hong Kong, China; formerly Ph.D. Candidate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

2. Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

3. Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000217

Reference22 articles.

1. ASTM D3039. (2000). “Standard test method for tensile properties of polymer matrix composite materials.”ASTM West Conshohocken PA

2. BS 18. (1987). “British standard method for tensile testing of metals.” British Standard Institution London

3. Experimental study on concentrically-compressed circular concrete filled CFRP-steel composite tubular short columns;Gu W.;Shenyang Jianzhu Gongcheng Xueyuan Xuebao,2004

4. Concrete-filled steel tube columns under earthquake loads

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