Experimental Study of Concrete Columns with Localized Failure-Reference-Cited by-同舟云学术

Experimental Study of Concrete Columns with Localized Failure

Published:2016-10 Issue:5 Volume:20 Page:04016032
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wei Youyi¹,Wu Yu-Fei²

Affiliation:

1. Ph.D. Student, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Hong Kong SAR, China.

2. Professor, School of Civil, Environmental and Chemical Engineering, RMIT Univ., Melbourne, VIC 3000, Australia; formerly, Associate Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Hong Kong SAR, China (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.1943-5614.0000686

Reference21 articles.

1. ACI (American Concrete Institute). (2005). “ACI Committee 318: Building code requirements for structural concrete and commentary.” ACI 318M-05 Farmington Hills MI.

2. Stress-averaged strain model for confined high-strength concrete;Akiyama M.;ACI Struct. J.,2010

3. Stress-strain relationship of confined and unconfined concrete;Attard M.;ACI Mater. J.,1996

4. An analytical model for stress–strain behavior of confined concrete

5. Effect of Length on Compressive Strain Softening of Concrete

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