Localization Characteristics of Triaxial Concrete Model-Reference-Cited by-同舟云学术

Localization Characteristics of Triaxial Concrete Model

Published:1999-08 Issue:8 Volume:125 Page:941-950
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:Journal of Engineering Mechanics

Author:

Kang Hong D.,Willam Kaspar J.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281999%29125%3A8%28941%29

Reference22 articles.

1. Bažant Z. and Kazemi M. T. (1990). “Determination of fracture energy process zone length and brittleness number from size effect with application to rock and concrete.” Int. J. Fracture 44 111–131.

2. Desai C. S. Somasundaram S. and Frantziskonis G. (1986). “A hierarchical approach for constitutive modelling of geologic materials.” Int. J. Numer. and Analytical Methods in Geomech. 10 225–257.

3. Hill R. (1958). “A general theory of uniqueness and stability in elastic-plastic solids.” Mech. and Phys. of Solids 6 236–249.

4. Kang H. ( 1997). “Triaxial constitutive model for plain and reinforced concrete behavior ” PhD thesis CEAE Dept. University of Colorado Boulder Colo.

5. Kang H. and Willam K. (1996). “An analysis of strong discontinuities in concrete panels.” Proc. 3rd Asian-Pacific Conf. on Computational Mech. C.K. Choi C.B. Yun and D.G. Lee eds. Vol. 2 Techno-Press Korea 1529–1534.

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