Nonlinear Unified Strength Criterion for Concrete under Three-Dimensional Stress States-Reference-Cited by-同舟云学术

Nonlinear Unified Strength Criterion for Concrete under Three-Dimensional Stress States

Published:2010-01 Issue:1 Volume:136 Page:51-59
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Du Xiu-Li¹²³⁴,Lu De-Chun¹²³⁴,Gong Qiu-Ming¹²³⁴,Zhao Mi¹²³⁴

Affiliation:

1. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

2. Associate Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

3. Associate Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Ph.D. Candidate, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000055

Reference28 articles.

1. Yield criteria for quasibrittle and frictional materials

2. Chen W. F. (1998). “Concrete plasticity: Past present and future.” Proc. Int. Symp. on Strength Theories: Applications and Developments (ISSTAD) Chinese Science Press Beijing 7–48.

3. A new strength criterion for concrete;Fan S. C.;ACI Struct. J.,2002

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