3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10235789" target="_blank" >RIV/61989100:27120/17:10235789 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.21660/2017.35.6689" target="_blank" >http://dx.doi.org/10.21660/2017.35.6689</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.21660/2017.35.6689" target="_blank" >10.21660/2017.35.6689</a>

Jazyk výsledku

angličtina

Název v původním jazyce

3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab

Popis výsledku v původním jazyce

For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Complexity of a static solution is given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. ). Input data for numerical analysis were observed experimental loading test of steel-fibre reinforced concrete slab. The loading was performed using unique experimental equipment which was constructed in the area Faculty of Civil Engineering, VŠB-TU Ostrava. Homogeneous half-space this takes no account and calculated settlement is strongly dependent on the size of the subsoil model, as parametric study demonstrated. The modulus of deformability changes continuously, depending on the depth, in the inhomogeneous half-space. Values calculated by 3D numerical model were compared with values measured during the loading test of steel-fibre concrete slab.

Název v anglickém jazyce

3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab

Popis výsledku anglicky

For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Complexity of a static solution is given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. ). Input data for numerical analysis were observed experimental loading test of steel-fibre reinforced concrete slab. The loading was performed using unique experimental equipment which was constructed in the area Faculty of Civil Engineering, VŠB-TU Ostrava. Homogeneous half-space this takes no account and calculated settlement is strongly dependent on the size of the subsoil model, as parametric study demonstrated. The modulus of deformability changes continuously, depending on the depth, in the inhomogeneous half-space. Values calculated by 3D numerical model were compared with values measured during the loading test of steel-fibre concrete slab.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA16-08937S" target="_blank" >GA16-08937S: Stav napětí a deformace vláknobetonových kompozitů v interakci se zemním prostředím</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název periodika

International Journal of GEOMATE

ISSN

2186-2982

e-ISSN

—

Svazek periodika

13

Číslo periodika v rámci svazku

35

Stát vydavatele periodika

JP - Japonsko

Počet stran výsledku

8

Strana od-do

120-127

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85018287522