Comparison of the Results from Analysis of Nonlinear Homogeneous and Nonlinear Inhomogeneous Half-Space

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86093668" target="_blank" >RIV/61989100:27120/15:86093668 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1016/j.proeng.2015.08.101" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2015.08.101</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2015.08.101" target="_blank" >10.1016/j.proeng.2015.08.101</a>

Result language
angličtina
Original language name
Comparison of the Results from Analysis of Nonlinear Homogeneous and Nonlinear Inhomogeneous Half-Space
Original language description
Inhomogeneous half-space was used for the determination of the interaction of steel-fibre reinforced concrete foundation slab and subsoil in an analysis based on the finite element method. Inhomogeneous half-space aptly describes the stress-strain relationship in the subsoil. The soil is a heterogeneous substance. The Drucker-Prager material model was used for nonlinear analyses. Two sets of FEM analyses were performed. Nonlinear elastic isotropic homogeneous half-space was used for the first set of FEManalysis, and a nonlinear elastic isotropic inhomogeneous half-space was used for the second set.The parametric study shows a comparison of resulting deformations obtained by analysis using a homogeneous and an inhomogeneous half-space.
Czech name
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Czech description
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Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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