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HRADIL, P. KALA, J.
Original Title
Analysis of the shear failure of a reinforced concrete wall
Type
conference paper
Language
English
Original 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.
Keywords
ANSYS; Modified drucker-prager model; MultiPlas; Shear wall test
Authors
HRADIL, P.; KALA, J.
RIV year
2014
Released
21. 6. 2014
Location
Switzerland
ISBN
978-1-138-02681-0
Book
Applied Mechanics and Materials
1660-9336
Periodical
Year of study
621
Number
14
State
Swiss Confederation
Pages from
124
Pages to
129
Pages count
6
BibTex
@inproceedings{BUT114223, author="Petr {Hradil} and Jiří {Kala}", title="Analysis of the shear failure of a reinforced concrete wall", booktitle="Applied Mechanics and Materials", year="2014", journal="Applied Mechanics and Materials", volume="621", number="14", pages="124--129", address="Switzerland", doi="10.4028/www.scientific.net/AMM.621.124", isbn="978-1-138-02681-0", issn="1660-9336" }