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  • 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 But that calculation does not meet present day needs and is rather outdated.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 But that calculation does not meet present day needs and is rather outdated.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. (en)
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 (en)
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 (en)
skos:notation
  • RIV/61989100:27120/07:86081613!RIV12-MSM-27120___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GD103/05/H036)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 422054
http://linked.open...ai/riv/idVysledku
  • RIV/61989100:27120/07:86081613
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Sliding joint; Shear stress; Laboratory tests; Friction; Foundation; FEM; Deformation loading; Contact; Asphalt (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [4C7E68DD6E38]
http://linked.open...v/mistoKonaniAkce
  • St. Julians
http://linked.open...i/riv/mistoVydani
  • Kippen, Stirlingshire
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Čajka, Radim
  • Maňásek, Petr
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Civil-Comp Press
https://schema.org/isbn
  • 978-1-905088-17-1
http://localhost/t...ganizacniJednotka
  • 27120
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