| 要旨 |
It has been found that RC deep beams usually fail by the localized compressive failure of concrete. In this paper, the application of concept of localized compressive failure as the material model of concrete, based on the parameters such as the localized compressive failure length, Lp, and the compressive failure energy, GFc, is performed. The analytical results using the lattice model and Mander's truss model considering the proposed material model show the satisfactory predictions in shear analysis of RC deep Beams with and without transverse reinforcement.
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