Shear Fatigue Response of Cracked Concrete Interface

Author:

Gebreyouhannes Esayas1,Kishi Toshiharu2,Maekawa Koichi1

Affiliation:

1. Department of Civil Engineering, University of Tokyo, Japan.

2. Institute of Industrial Science, University of Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference16 articles.

1. Bazant, Z. P. and Gambarova, P. (1979). “Rough cracks in reinforced concrete.” Journal of Structural Division, ASCE, 106(4), 819-842.

2. Bujadham, B. and Maekawa, K. (1992). “Qualitative studies on mechanisms of stress transfer across cracks in concrete.” Proceedings of JSCE, 451(17), 265-75.

3. Divakar, M. P. and Fafitis, A. (1992). “Micromechanics-based constitutive model for interface shear.” Journal of Engineering Mechanics, ASCE, 118(7), 1317-1337.

4. Gambarova, P. (1981). “On aggregate interlock mechanism in reinforced concrete plates with extensive cracking.” Proc. IABSE Colloquium, Delft, 99-120.

5. Gebreyouhannes, E. (2006). “Shear transfer of cracked concrete under fatigue loading.” Proc. of 6th International PhD Symposium in Civil Engineering, fib, Zurich.

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