Diagonal Tensile Failure Mechanism of Reinforced Concrete Beams

Author:

Sato Yasuhiko1,Tadokoro Toshiya2,Ueda Tamon1

Affiliation:

1. Division of Structural and Geotechnical Engineering, Hokkaido University

2. Structures Technology Division, Railway Research Technical Institute

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference20 articles.

1. Kupfer, H. and Hilsdorf, K. H. (1969). “Behavior of concrete under biaxial stresses.” ACI Journal, No. 65-52, 656-666.

2. Noguchi, H. and Maruta, M. (1982). “Nonlinear finite element analysis of shear resisting mechanism of reinforced concrete beams.” Proceedings of JCI Colloquium on Shear Analysis of RC Structures, 99-106.

3. Maekawa, K. and Okamura H. (1983). “Elasto-plastic fracture model for concrete under plane stress states.” Concrete Journal of JCI, 21(5), 87-99.

4. Okamura, H. and Maekawa, K. (1985). “Non-linear finite element analysis of reinforced concrete.” JSCE Journal of materials, concrete structures and pavements, 360/V(3), 1-10.

5. Rots, G. J., Nauta, P., Kusters, G. M. A. and Blaauwendraad, J. (1985). “Smeared crack approach and fracture localization in concrete.” Helon, Vol. 30, No. 1

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