Numerical analyses of interaction of steel-fibre reinforced concrete slab model with subsoil

Abstract

Numerical analyses of contact task were made with FEM. The test sample for the task was a steel-fibre reinforced concrete foundation slab model loaded during experimental loading test. Application of inhomogeneous half-space was used in FEM analyses. Results of FEM analyses were also confronted with the values measured during the experiment.

Keywords

• Foundation structure
• Subsoil–structure interaction
• FEM
• Steelfibre reinforced concrete