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Statements

Subject Item
n2:RIV%2F61989100%3A27120%2F07%3A86081613%21RIV12-MSM-27120___
rdf:type
n9:Vysledek skos:Concept
dcterms:description
Application of a rheological sliding joint can considerably decrease the friction between the foundation and soil and can result in lower internal forces and higher structural reliability. The efficiency of this method has been checked in the past. But that calculation does not meet present day needs and is rather outdated. An effective solution to such types of structures is a numerical simulation of a state of stress in the foundation bottom exposed to deformation of the foundation. For that simulation, contact elements are used. The aim of this paper is to check whether the approach can be used for the mentioned purpose. A particular attention will be paid to a definition of a friction model. The friction model is defined both for a regular foundation structure on the subsoil and for the sliding joint foundation. Application of a rheological sliding joint can considerably decrease the friction between the foundation and soil and can result in lower internal forces and higher structural reliability. The efficiency of this method has been checked in the past. But that calculation does not meet present day needs and is rather outdated. An effective solution to such types of structures is a numerical simulation of a state of stress in the foundation bottom exposed to deformation of the foundation. For that simulation, contact elements are used. The aim of this paper is to check whether the approach can be used for the mentioned purpose. A particular attention will be paid to a definition of a friction model. The friction model is defined both for a regular foundation structure on the subsoil and for the sliding joint foundation.
dcterms:title
Finite element analysis of a structure with a sliding joint affected by deformation loading Finite element analysis of a structure with a sliding joint affected by deformation loading
skos:prefLabel
Finite element analysis of a structure with a sliding joint affected by deformation loading Finite element analysis of a structure with a sliding joint affected by deformation loading
skos:notation
RIV/61989100:27120/07:86081613!RIV12-MSM-27120___
n5:aktivita
n14:P
n5:aktivity
P(1M0579), P(GD103/05/H036)
n5:dodaniDat
n11:2012
n5:domaciTvurceVysledku
n8:9710795
n5:druhVysledku
n18:D
n5:duvernostUdaju
n7:S
n5:entitaPredkladatele
n16:predkladatel
n5:idSjednocenehoVysledku
422054
n5:idVysledku
RIV/61989100:27120/07:86081613
n5:jazykVysledku
n19:eng
n5:klicovaSlova
Sliding joint; Shear stress; Laboratory tests; Friction; Foundation; FEM; Deformation loading; Contact; Asphalt
n5:klicoveSlovo
n6:Asphalt n6:Friction n6:Shear%20stress n6:Sliding%20joint n6:Deformation%20loading n6:FEM n6:Contact n6:Laboratory%20tests n6:Foundation
n5:kontrolniKodProRIV
[4C7E68DD6E38]
n5:mistoKonaniAkce
St. Julians
n5:mistoVydani
Kippen, Stirlingshire
n5:nazevZdroje
Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing
n5:obor
n20:JN
n5:pocetDomacichTvurcuVysledku
1
n5:pocetTvurcuVysledku
2
n5:projekt
n15:GD103%2F05%2FH036 n15:1M0579
n5:rokUplatneniVysledku
n11:2007
n5:tvurceVysledku
Maňásek, Petr Čajka, Radim
n5:typAkce
n17:WRD
n5:zahajeniAkce
2007-09-18+02:00
s:numberOfPages
18
n3:hasPublisher
Civil-Comp Press
n4:isbn
978-1-905088-17-1
n21:organizacniJednotka
27120