THE UNIVERSAL MODEL FOR STRESS TRANSFER ACROSS CRACKS IN CONCRETE

Author:

BUJADHAM Buja12,MAEKAWA Koichi13

Affiliation:

1. JSCE

2. Kajima Institute of Construction Technology

3. Dept. of Civil Engineering, University of Tokyo

Publisher

Japan Society of Civil Engineers

Reference3 articles.

1. 1) Bujadham, B. and Maekawa, K.: Qualitative studies on mechanisms of stress transfer across cracks in concrete, Proceedings of JSCE, No. 451/V-17, pp. 265-275, August, 1992.

2. 2) Li, B., Maekawa, K. and Okamura, H.: Contact density model for stress transfer across cracks in concrete, J. of the Faculty of Engineering, The University of Tokyo (B), Vol. XL, No. 1, pp. 9-52, 1989.

3. 3) Maekawa, K. and Okamura, H.: The deformational behavior and constitutive equation of concrete using the elasto-plastic and fracture model, J. of the Faculty of Engineering, The University of Tokyo (B), Vol. XXXVII, No. 2, pp. 253-328, 1983.

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