NUMERICAL SIMULATION OF SIZE EFFECT IN SHEAR STRENGTH OF RC BEAMS

Author:

An Xuehui1,Maekawa Koichi2,Okamura Hajime2

Affiliation:

1. Dept., Tokyo Electric Power Services Co., Ltd.

2. Dept. of Civil Eng., The University of Tokyo

Publisher

Japan Society of Civil Engineers

Reference36 articles.

1. 1) Kani, G. N. J.: How safe are our large reinforced concrete beams?, Journal of ACI, No. 64-12, pp. 128-141, 1967.

2. 2) Taylor, H. P. J.: Shear strength of large beams, Journal of Structural Division, Proc. of ASCE, pp2473-2490, 1972.

3. 3) Swamy, R. N. and Qureshi, S. A.: Strength, cracking and deforamtion similitude in reinforced T-beams under bending and shear, Journal of ACI, pp. 187-195, 1971.

4. 4) Iguro, M. and Shioya, T.: Experimental studies on shear strength of large reinforced concrete beams under uniformly distributed load, Concrete Library of JSCE, No. 5, pp137-154, 1985.

5. 5) Okamura, H. and Maekawa, K.: Reinforced concrete design and size effect in structural nonlinearity, invited, Proceeding of JCI International Workshop, Sendai, Japan, pp. 1-20, 1993.

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