Behavior of Concrete-Filled FRP Tubes under Cyclic Axial Compression-Reference-Cited by-同舟云学术

Behavior of Concrete-Filled FRP Tubes under Cyclic Axial Compression

Published:2015-06 Issue:3 Volume:19 Page:04014060
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhang B.¹,Yu T.²,Teng J. G.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Senior Lecturer, School of Civil, Mining and Environmental Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Northfields Ave., Wollongong, NSW 2522, Australia (corresponding author).

3. Chair Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, 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.1943-5614.0000523

Reference28 articles.

1. Effect of confinement level, aspect ratio and concrete strength on the cyclic stress–strain behavior of FRP-confined concrete prisms

2. Cyclic and monotonic behavior of FRP confined concrete rectangular prisms with different aspect ratios

3. Behavior of concrete prisms confined with FRP composites under axial cyclic compression

4. Ahmad I. Zhu Z. Y. Mirmiran A. and Fam A. Z. (2005). “Shear strength prediction of deep CFFT beams.” ACI Special Publication SP-230-61 (CD-ROM) American Concrete Institute Detroit 1085–1102.

5. ASTM. (2008). “Standard test method for apparent hoop tensile strength of plastic or reinforced plastic pipe by split disk method.” D2290-08 West Conshohocken PA.

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