Stress–Strain Model for Laterally Confined Concrete-Reference-Cited by-同舟云学术

Stress–Strain Model for Laterally Confined Concrete

Published:2005-12 Issue:6 Volume:17 Page:607-616
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Lokuge Weena P.¹²³,Sanjayan J. G.¹²³,Setunge Sujeeva¹²³

Affiliation:

1. PhD Student, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Monash Univ., Clayton VIC 3800, Australia.

3. Sr. Lecturer, School of Civil and Chemical Engineering, RMIT Univ., Melbourne 3001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A6%28607%29

Reference37 articles.

1. Stress-strain curves of concrete confined by spiral reinforcement;Ahmad S. H.;ACI J.,1982

2. New Approach for Modeling Confined Concrete. I: Circular Columns

3. Attard M. M. and Foster S. J. (1995). “Ductility of high strength concrete columns.” Technical Rep. No. UNICIV R-344 School of Civil Engineering The Univ. of New South Wales New South Wales Australia.

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

5. Candappa D. (2000). “The constitutive behavior of high strength concrete under lateral confinement.” PhD thesis Monash Univ. Clayton VIC Australia.

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