Application of an Inhomogeneous Halfspace for the Solution of Foundation-Subsoil Interaction based on the Finite Element Method

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86094483" target="_blank" >RIV/61989100:27120/15:86094483 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4203/ccp.108.9" target="_blank" >http://dx.doi.org/10.4203/ccp.108.9</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4203/ccp.108.9" target="_blank" >10.4203/ccp.108.9</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Application of an Inhomogeneous Halfspace for the Solution of Foundation-Subsoil Interaction based on the Finite Element Method

Popis výsledku v původním jazyce

Results of the subsoil-structure interaction can be different and depend on the choice of the interaction model. These models are being continuously improved. The analysis of the interaction between the steel-fibre reinforced concrete slab and subsoil was carried out by means of the 3D finite elements. This interaction was also observed during the loading test in the experimental measurements. Because the soil is heterogeneous, its properties are different from the idealized behaviour of the linear elastic isotropic homogeneous material. The modulus of deformability of the modelled area of subsoil varies continuously with the increasing depth. The inhomogeneous half-space was used for the modelling. In the parametric study the deformations obtained bythe analysis of the homogeneous and inhomogeneous half-spaces were compared. The values calculated in the 3D FEM interaction models of subsoil were compared with the values measured during the loading test.

Název v anglickém jazyce

Application of an Inhomogeneous Halfspace for the Solution of Foundation-Subsoil Interaction based on the Finite Element Method

Popis výsledku anglicky

Results of the subsoil-structure interaction can be different and depend on the choice of the interaction model. These models are being continuously improved. The analysis of the interaction between the steel-fibre reinforced concrete slab and subsoil was carried out by means of the 3D finite elements. This interaction was also observed during the loading test in the experimental measurements. Because the soil is heterogeneous, its properties are different from the idealized behaviour of the linear elastic isotropic homogeneous material. The modulus of deformability of the modelled area of subsoil varies continuously with the increasing depth. The inhomogeneous half-space was used for the modelling. In the parametric study the deformations obtained bythe analysis of the homogeneous and inhomogeneous half-spaces were compared. The values calculated in the 3D FEM interaction models of subsoil were compared with the values measured during the loading test.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Civil-Comp proceedings. Volume 108

ISBN

978-1-905088-63-8

ISSN

1759-3433

e-ISSN

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Počet stran výsledku

14

Strana od-do

"Paper 9 (1"-"14)"

Název nakladatele

Civil-Comp Press

Místo vydání

Kippen, Stirlingshire

Místo konání akce

Praha

Datum konání akce

1. 9. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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