A novel three-dimensional modified Griffith failure criterion for concrete

Author:

Zhou Fei,Wu Hao

Funder

Tongji University

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference67 articles.

1. Complete triaxial stress-strain curves for concrete;Ahmad;J Struct Div, ASCE,1982

2. ASCE. Design of structures to resist nuclear weapons effects. Manual 42, American Society of Civil Engineers, Reston, VA; 1985.

3. Balmer GG. Shearing strength of concrete under high triaxial stress-computation of Mohr's envelope as a curve. Structural Research Laboratory Rep No. SP-23, Bureau of Reclamation, United States Department of the Interior, 1949.

4. Microplane model for concrete: II: Data delocalization and verification;Bažant;J Eng Mech,1996

5. CEB-FIP model code for concrete structures. Evaluation of the time dependent behavior of concrete. Bulletin information No. 199, Lausanne: Comite Europedu Beton/Federation Internationale de Precontrainte; 1991.

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