A UNIFIED PLASTIC MODEL FOR CONCRETE

Author:

Tanabe Tada-aki1,Wu Zhishen1,Yu Guoxiong1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference11 articles.

1. 1) Z. S. Wu, Farahat, A. M. and T. Tanabe: Modeling of Concrete Discontinuities with Dilatancy and Surface Degradation. Proceedings of the Japan Society of Civil Engineers, Vol. 20, No. 472, pp. 119-130, 1993.

2. 2) Chen, W. F.: Plasticity in Reinforced Concrete, McGraw-Hill, New York, 1982.

3. 3) Z. S. Wu and T. Tanabe: A Hardening/Softening Model of Concrete Subjected to Compressive Loading. Journal of Structural Engineering, Architectural Institute of Japan, Vol. 36B, pp. 153-162, March, 1990.

4. 4) T. Tanabe and Z. S. Wu: Strain Softening under Bi-Axial Tension and Compression. IABSE col. Stuttgart, pp. 623-636, 1991.

5. 5) H. Kupfer, H. K. Hilsdorf and H. Rusch: Behavior of Concrete under Biaxial Stresses. ACI Journal, Vol. 66, No. 8, pp. 656-636, Aug. 1969.

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