@article{Jana Vaskova_Radim Cajka_2021, title={INTERACTION OF NONLINEAR NUMERICAL MODEL OF SFRC SLAB AND NONLINEAR NUMERICAL SUBSOIL MODEL}, volume={15}, url={https://geomatejournal.com/geomate/article/view/851}, abstractNote={<p>Experimental measurements of the concrete slab in interaction with subsoil are compared with <br>numerical analysis based on Finite Element Method FEM. Experimental measurements are conducted with using<br>an experimental device constructed at the Faculty of Civil Engineering VSB – Technical University of Ostrava. In <br>the article, several types of nonlinearities enter into FEM analysis. Subsoil-structure interaction requires an <br>iterative solution procedure - and therefore structural nonlinearity. Material nonlinearity was used in the numerical <br>model of the slab. This model also allows the creation and development of cracks in concrete - similar as during <br>the experimental load test. Material nonlinearity was also used in the numerical model subsoil - to ensure of <br>apposite subsoil behavior. The purpose of this paper is to compare resulting deformation of the slab with values <br>observed during experimental loading test. It was concluded that the good agreement between the experimental <br>results and numerical simulation was observed.</p>}, number={47}, journal={GEOMATE Journal}, author={Jana Vaskova and Radim Cajka}, year={2021}, month={Nov.}, pages={103–110} }