Comparison of the calculated and experimentally measured values of settlement and stress state of concrete slab and subsoil

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86087283" target="_blank" >RIV/61989100:27120/14:86087283 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.867" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.867</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.867" target="_blank" >10.4028/www.scientific.net/AMM.501-504.867</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Comparison of the calculated and experimentally measured values of settlement and stress state of concrete slab and subsoil

Popis výsledku v původním jazyce

At the Faculty of Civil Engineering VSB ? TU Ostrava testing device was constructed so that the phenomena of soil ? foundation interaction could be experimentally investigated and compared with numerical models. Results of experimental loading test are compared with soil ? foundation interaction analysis based on finite element method (FEM). The stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented here. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. The objective of this paper is also improving and developing the soil-structure interaction analysis based on the experimental results and FEM.

Název v anglickém jazyce

Comparison of the calculated and experimentally measured values of settlement and stress state of concrete slab and subsoil

Popis výsledku anglicky

At the Faculty of Civil Engineering VSB ? TU Ostrava testing device was constructed so that the phenomena of soil ? foundation interaction could be experimentally investigated and compared with numerical models. Results of experimental loading test are compared with soil ? foundation interaction analysis based on finite element method (FEM). The stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented here. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. The objective of this paper is also improving and developing the soil-structure interaction analysis based on the experimental results and FEM.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reologická kluzná spára s teplotně řízenými viskoelastickými vlastnostmi</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název periodika

Applied Mechanics and Materials. Volume 501-504

ISSN

1660-9336

e-ISSN

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Svazek periodika

Neuveden

Číslo periodika v rámci svazku

501-504

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

10

Strana od-do

867-876

Kód UT WoS článku

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EID výsledku v databázi Scopus

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