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Description
  • Stress strain analysis of plate foundation structures in interaction with subsoil. Contact FEM element is based on non-linear modified model of 3D elastic halfspace in accordance with European and Czech standard. The arbitrary shape and general course of loaded area in nodal points is allowed by using of 4- and 8- node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with linear space solution by means of 3D FEM elements in commercial software.The flood soil - structure interaction influences not only settlement and stress of foundation, but also the others bearing elements of building structures. The objective of this paper is also the results of improving and developing the numerical methods of soil - structure analysis based on finite element method (FEM).
  • Stress strain analysis of plate foundation structures in interaction with subsoil. Contact FEM element is based on non-linear modified model of 3D elastic halfspace in accordance with European and Czech standard. The arbitrary shape and general course of loaded area in nodal points is allowed by using of 4- and 8- node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with linear space solution by means of 3D FEM elements in commercial software.The flood soil - structure interaction influences not only settlement and stress of foundation, but also the others bearing elements of building structures. The objective of this paper is also the results of improving and developing the numerical methods of soil - structure analysis based on finite element method (FEM). (en)
  • Řešení napětí a přetvoření deskových základových konstrukcí v interakci s podložím. Kontaktní prvek MKP je založen na nelineárním trojrozměrném modelu pružného poloprostoru v souladu s normami EN a ČSN. Libovolný tvar a obecný průběh zatížovací oblasti v uzlových bodech je umožněn použitím 4- a 8-mi uzlových isoparametrických prvků, numerické integrace a Jakobiánu transformace. Výsledky numerických příkladů jsou porovnány s lineárním prostorovým řešením pomocí 3D prvků MKP pomocí komerčního programu. Interakce zaplaveného podloží se konstrukcí neovlivňuje pouze sedání a napětí pod základem, ale rovněž ostatní nosné prvky stavební konstrukce. Předmětem článku jsou výsledky řešení vylepšených a vyvinutých numerických metod pro analýzu interakce podloží s nosnosu konstrukcí pomocí MKP. (cs)
Title
  • FEM soil - structure interaction element and EC standards
  • FEM soil - structure interaction element and EC standards (en)
  • Prvek MPK pro interakci základu s podložím a normy EN (cs)
skos:prefLabel
  • FEM soil - structure interaction element and EC standards
  • FEM soil - structure interaction element and EC standards (en)
  • Prvek MPK pro interakci základu s podložím a normy EN (cs)
skos:notation
  • RIV/61989100:27120/06:00013993!RIV07-MD0-27120___
http://linked.open.../vavai/riv/strany
  • 24-34
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1F55A/012/120), 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
  • 475696
http://linked.open...ai/riv/idVysledku
  • RIV/61989100:27120/06:00013993
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • soil - structure interaction; finite element methods; flooded territory; changes in subsoil of structures; repair and renewal; soil stabilization (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [69A1B288236A]
http://linked.open...i/riv/mistoVydani
  • Stuttgart
http://linked.open...i/riv/nazevZdroje
  • 24th CADFEM Users' Meeting 2006 - International Congress on FEM Technology with 2006 German ANSYS Conference.
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
number of pages
http://purl.org/ne...btex#hasPublisher
  • Adolf Kröner Verlag
https://schema.org/isbn
  • 3-937523-03-0
http://localhost/t...ganizacniJednotka
  • 27120
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