Size-Dependent Stress-Strain Model for Unconfined Concrete-Reference-Cited by-同舟云学术

Size-Dependent Stress-Strain Model for Unconfined Concrete

Author:

Chen Y.¹,Visintin P.²,Oehlers D. J.³,Alengaram U. J.⁴

Affiliation:

1. Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia.

2. Research Associate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia.

3. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia (corresponding author).

4. Senior Lecturer, Dept. of Civil Engineering, Univ. of Malaya, 50603 Kuala Lumpur, Malaysia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference102 articles.

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

2. Behavior of hoop confined concrete under high strain rate;Ahmad S. H.;ACI J.,1985

3. High-strength concrete subjected to triaxial compression;Ansari F.;ACI Mater. J.,1998

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

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