Proceedings Vol. 26 (2020)
ENGINEERING MECHANICS 2020
November 24 – 25, 2020, Brno, Czech Republic
Copyright © 2020 Brno University of Technology Institute of Solid Mechanics, Mechatronics and Biomechanics
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 342 - 345, full text
The paper is focused on the issue of modelling reinforced concrete slab in the interaction with the subsoil. It is a specific task that includes the design of concrete structure and geotechnical analysis. The aim of the paper is to analyze the effects of parameters of subsoil in nonlinear analysis. Specifically, a parametric study for different subsoil depths and subsoil modulus of elasticity is elaborated. For numerical modelling, an experiment of the reinforced concrete slab with dimensions of 2000 x 2000 mm and thickness of 150 mm was chosen, which was tested on a specialized device at Technical University of Ostrava. The concrete slab is reinforced with steel reinforcement. Nonlinear analysis with utilization of finite element method is chosen to solve the 3D numerical model, where the fracture-plastic material model is chosen for concrete.
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All papers were reviewed by members of the scientific committee.
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