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Statements

Subject Item
n2:RIV%2F62304178%3A_____%2F12%3A%230000031%21RIV14-MPO-62304178
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented. 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. Results of numerical examples are compared with other solutions. Stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented. 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. Results of numerical examples are compared with other solutions. Stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented. 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. Results of numerical examples are compared with other solutions.
dcterms:title
General Contact Element using Jacobian of Transformation and Gauss Nimerical Integration of Half-space General Contact Element using Jacobian of Transformation and Gauss Nimerical Integration of Half-space General Contact Element using Jacobian of Transformation and Gauss Nimerical Integration of Half-space
skos:prefLabel
General Contact Element using Jacobian of Transformation and Gauss Nimerical Integration of Half-space General Contact Element using Jacobian of Transformation and Gauss Nimerical Integration of Half-space General Contact Element using Jacobian of Transformation and Gauss Nimerical Integration of Half-space
skos:notation
RIV/62304178:_____/12:#0000031!RIV14-MPO-62304178
n18:predkladatel
n21:ico%3A62304178
n3:aktivita
n12:P
n3:aktivity
P(FR-TI2/746)
n3:dodaniDat
n19:2014
n3:domaciTvurceVysledku
n13:9710795
n3:druhVysledku
n4:D
n3:duvernostUdaju
n15:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
137814
n3:idVysledku
RIV/62304178:_____/12:#0000031
n3:jazykVysledku
n20:cze
n3:klicovaSlova
General contact element, linear elastic half-space, Gauss numerical integration, soil-structure interaction, FEM
n3:klicoveSlovo
n11:General%20contact%20element n11:Gauss%20numerical%20integration n11:linear%20elastic%20half-space n11:FEM n11:soil-structure%20interaction
n3:kontrolniKodProRIV
[D05544F90B49]
n3:mistoKonaniAkce
Paříž
n3:mistoVydani
Francie
n3:nazevZdroje
Recent Advances in Systems Science and Mathematical Modelling: proceedings of the 3rd International Conference on Mathematical Models for Engineering Science (MMES '12)
n3:obor
n9:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n10:FR-TI2%2F746
n3:rokUplatneniVysledku
n19:2012
n3:tvurceVysledku
Čajka, Radim
n3:typAkce
n14:WRD
n3:zahajeniAkce
2012-12-02+01:00
s:numberOfPages
6
n5:hasPublisher
WSEAS Press
n8:isbn
978-1-61804-141-8