Numerical Modeling of the Subsoil-Structure Interaction

Abstract

Numerical interaction model of reinforced concrete slab and subsoil was created in ANSYS. Input data for numerical analysis were obtained during experimental loading test of reinforced concrete slab. Loading test was performed using unique experimental equipment constructed in the area of Faculty of Civil Engineering, VŠB-TU Ostrava. Analysis of interaction of reinforced concrete slab with subsoil was solved with application of inhomogeneous half-space. Application of inhomogeneous half-space allows better capture the subsoil behaviour and its increasing modulus of deformability with increasing depth of subsoil model. Homogeneous half-space this takes no account. Reinforced concrete slab was cracked during an experiment. The effect of cracks was also taken into account in the numerical model of reinforced concrete slab using derived modulus of elasticity of cracked concrete. Values calculated by all types of interaction models were compared with values measured during the loading test of reinforced concrete slab.

3D Numerical Model of the Subsoil-Structure Interaction and Comparison of the Results with Experimentally Measured Values

“…The load tests are performed within the individual doctoral dissertations at the Faculty of Civil Engineering, and especially in the context of scientific research projects. Several load tests and their results are described in more detail in [11], [12], [13], [14], [15], [16], [17], [18], [19]. The testing equipment shown in Fig.…”

Comparative Evaluation of Mechanical Properties of Fibre-Reinforced Concrete and Approach to Modelling of Bearing Capacity Ground Slab

“…Smaller effect is case bearing capacity of slab. Approaches for selecting parameters for a given task can be found in the article [39]. Single nonlinear analyses were counted 6-8 hours.…”