Compressive Behavior of PET FRP–Confined Circular, Square, and Rectangular Concrete Columns-Reference-Cited by-同舟云学术

Compressive Behavior of PET FRP–Confined Circular, Square, and Rectangular Concrete Columns

Published:2017-06 Issue:3 Volume:21 Page:04016097
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Saleem Shahzad¹,Hussain Qudeer²,Pimanmas Amorn³

Affiliation:

1. Ph.D. Candidate, Sirindhorn International Institute of Technology, Thammasat Univ., Bangkok 10200, Thailand.

2. Senior Ph.D. Candidate, Sirindhorn International Institute of Technology, Thammasat Univ., Bangkok 10200, Thailand.

3. Professor, Sirindhorn International Institute of Technology, Thammasat Univ., Bangkok 10200, Thailand (corresponding author).

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.1943-5614.0000754

Reference50 articles.

1. Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression

2. Experimental investigation and strength modeling of CFRP-confined concrete rectangular prisms under axial monotonic compression

3. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

4. Influence of edge sharpness on the strength of square concrete columns confined with FRP composite laminates

5. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039M-08 West Conshohoken PA.

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