Analysis of the Shear Failure of a Reinforced Concrete Wall

Abstract:

This paper proposes a 3D computational Finite Element model of a shear wall test that includes the test device with the tested concrete slab. A modified Drucker-Prager model was used for the modelling of the nonlinear behaviour of the concrete. The condition of plasticity is formed from two criteria with which it is possible to realistically describe the strength of concrete under pressure, tension and shear stress. The simulation results are compared to measured data.

• Periodical: Applied Mechanics and Materials (Volume 621)
• Pages: 124-129
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.621.124
• Online since: August 2014
• Authors: Petr Hradil*, Jiri Kala
• Keywords: ANSYS, Modified Drucker-Prager Model, MultiPlas, Shear Wall Test

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