MODIFICATION OF THE UNIFIED CONCRETE PLASTICITY MODEL AND ITS CHARACTERISTICS

Author:

Gupta Supratic1,Tanabe Tada-aki2

Affiliation:

1. Dept. of Civil Eng., Nagoya Institute of Technology

2. Department of Civil Eng., Nagoya University

Publisher

Japan Society of Civil Engineers

Reference5 articles.

1. 1) Tanabe, T., WU Z. and YU G.: “A Unified Plastic Model for Concrete” JSCE Vol. 24, No. 296, Aug., 1994, pp. 21-29

2. 2) Kupfer, H, Hilsdrof, H. K. and Rusch, H.: “Behavior of concrete under Biaxial stress”, ACI, Vol. 66, No. 8, Aug., 1969, pp. 656-636

3. 3) Petersson, P. E.: “Crack Growth and Development of Fracture Zone in Plane Concrete and similar materials”, Report No. TVBM-1006, Lund Institute of Technology, Dec., 1981.

4. 4) Chen, W. F.: “Plasticity in Reinforced Concrete”, pg. 379-380.

5. 5) Gupta, S. and Tanabe, T.: “Three Dimensional Analysis of Reinforced Concrete Members by Unified Concrete Plasticity Model”, JSCE, Submitted.

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