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#MIDAS GTS NX INTERFACES HOW TO#
#MIDAS GTS NX INTERFACES SOFTWARE#
#MIDAS GTS NX INTERFACES CODE#

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#MIDAS GTS NX INTERFACES HOW TO#

See general information about how to correct material in RePEc.įor technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:12:y:2020:i:23:p:10036-:d:454455. You can help correct errors and omissions. 12(9), pages 1-21, May.Īll material on this site has been provided by the respective publishers and authors. " Experiments on Fiber Concrete Foundation Slabs in Interaction with the Subsoil,"

Radim Cajka & Zuzana Marcalikova & Marie Kozielova & Pavlina Mateckova & Oldrich Sucharda, 2020.

" Variability of Seismic Loading over the Surface of a Concrete Slab in Interaction with the Subsoil,"

Martin Stolarik & Miroslav Pinka & Jan Nedoma & Michael Fridrich, 2020.

" Numerical Modeling and Analysis of Concrete Slabs in Interaction with Subsoil,"

Radim Cajka & Zuzana Marcalikova & Vlastimil Bilek & Oldrich Sucharda, 2020.

Sustainability, MDPI, Open Access Journal, vol.

#MIDAS GTS NX INTERFACES CODE#

" Parallel Code Execution as a Tool for Enhancement of the Sustainable Design of Foundation Structures,"

Jiri Brozovsky & Radim Cajka & Zdenka Neuwirthova, 2021.

These are the items that most often cite the same works as this one and are cited by the same works as this one. The performed parametric study documented that reduction of the strength and deformational characteristics of subsoil leads to the increase of maximum vertical displacements in the centre of slab, but the experimentally measured deflection curve, including uplift of slab and gapping occurrence between the slab and subsoil, was not achieved without the interface application. From the qualitative point of view (shape of deflection curve), the numerical simulation showed the better agreement of the Mohr-Coulomb constitutive model with the experimental measurements in comparison with the other two investigated constitutive models. The numerical results of maximum vertical displacements based on the Drucker-Prager and elastic model underestimated both the experimental results and numerical results based on the Mohr-Coulomb model. The numerical study also presents the effect of the interface elements application on the slab behaviour. In addition, the sensitivity analysis with respect to the deformational and strength characteristics of subsoil was performed.

In the presented study, three constitutive models of slab recommended in MIDAS GTS NX code for modelling concrete behaviour (elastic, Mohr-Coulomb and Drucker-Prager) were applied.

Numerical results were compared with the experimental measurement of vertical displacements on the upper surface of slab.

#MIDAS GTS NX INTERFACES SOFTWARE#

The specialized geotechnical software Midas GTS NX, based on the finite element method, was used for the modelling of this task. This paper is focused on the three selected factors of numerical modelling of fibre concrete slab and subsoil interaction: (1) the constitutive model of fibre concrete slab, (2) deformational and strength characteristics of subsoil, (3) effect of interface elements. Numerical modelling is currently used very effectively to design optimized and sustainable structures, including their interaction with the surrounding rock environment. Shape and material optimization of building structures, including reducing the amount of concrete used, are very important aspects in sustainable construction.