Constitutive Model for Confined High Strength Concrete Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

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Constitutive Model for Confined High Strength Concrete Subjected to Cyclic Loading

Published:2004-08 Issue:4 Volume:16 Page:297-305
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Lokuge Weena P.¹,Sanjayan J. G.²,Setunge Sujeeva³

Affiliation:

1. PhD Student, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

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

3. Senior 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%282004%2916%3A4%28297%29

Reference16 articles.

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

2. Australia Standards Association. (2001). “Concrete Structures.” AS3600 Standards Association Australia.

3. Candappa D. (2000). “The constitutive behaviour of high strength concrete under lateral confinement.” PhD thesis Gippsland Monash Univ. Australia.

4. Complete Triaxial Stress-Strain Curves of High-Strength Concrete

5. Stress–strain characteristics of concrete confined in steel spirals under repeated loading.;Desayi P.;Mater. Struct.,1979

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