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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.

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    How to Cite

    Labudkova, J., & Cajka, R. (2016). Numerical analyses of interaction of steel-fibre reinforced concrete slab model with subsoil. Frattura Ed Integrità Strutturale, 11(39), Pages 47–55. https://doi.org/10.3221/IGF-ESIS.39.06