A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of the Shear Failure of a Reinforced Concrete Wall
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.
Analysis of the Shear Failure of a Reinforced Concrete Wall
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.
Analysis of the Shear Failure of a Reinforced Concrete Wall
Applied Mechanics and Materials ; 621 ; 124-129
2014-08-18
6 pages
Article (Journal)
Electronic Resource
English
Numerical Analysis for Reinforced Concrete Shear Wall
| British Library Conference Proceedings | 1999