Novel Approach to Strength Modeling of Concrete under Triaxial Compression-Reference-Cited by-同舟云学术

Novel Approach to Strength Modeling of Concrete under Triaxial Compression

Published:2012-09 Issue:9 Volume:24 Page:1132-1143
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Gandomi Amir Hossein¹,Babanajad Saeed Karim²,Alavi Amir Hossein³,Farnam Yaghoob²

Affiliation:

1. Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325 (corresponding author).

2. Construction Materials Institute, School of Civil Engineering, College of Engineering, Univ. of Tehran, Tehran, Iran.

3. School of Civil Engineering, Iran Univ. of Science and Technology, Tehran, Iran.

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%29MT.1943-5533.0000494

Reference55 articles.

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3. Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criterion;Arioglu N.;ACI Mater. J.,2006

4. ASTM. (2005). “Standard test method for determining the mechanical properties of hardened concrete under triaxial loads.” C801-05 West Conshohocken PA.

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

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