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Statements

Subject Item
n2:RIV%2F62156489%3A43410%2F13%3A00212634%21RIV14-TA0-43410___
rdf:type
skos:Concept n12:Vysledek
dcterms:description
Abstract--Appropriate and progressive tool for analyzing behavior of low volume roads are probabilistic models used in reliability analyses. The necessary part of the probabilistic model is the deterministic model of structural behavior. The FE model of low volume roads is created in the ANSYS software. It is able to determine the state of stress and deformation in any point of the structure and thus generate data required for the reliability analysis.The paper compares two material constitutive models used for modeling of unbound non-homogenous materials used in low volume roads. The first model is linear elastic model according to Hook theory (H model), the second one is nonlinear elastic-plastic Drucker-Prager model (D-P model). Abstract--Appropriate and progressive tool for analyzing behavior of low volume roads are probabilistic models used in reliability analyses. The necessary part of the probabilistic model is the deterministic model of structural behavior. The FE model of low volume roads is created in the ANSYS software. It is able to determine the state of stress and deformation in any point of the structure and thus generate data required for the reliability analysis.The paper compares two material constitutive models used for modeling of unbound non-homogenous materials used in low volume roads. The first model is linear elastic model according to Hook theory (H model), the second one is nonlinear elastic-plastic Drucker-Prager model (D-P model).
dcterms:title
Comparison of Material Constitutive Models used in FEA of Low Volume Roads Comparison of Material Constitutive Models used in FEA of Low Volume Roads
skos:prefLabel
Comparison of Material Constitutive Models used in FEA of Low Volume Roads Comparison of Material Constitutive Models used in FEA of Low Volume Roads
skos:notation
RIV/62156489:43410/13:00212634!RIV14-TA0-43410___
n12:predkladatel
n13:orjk%3A43410
n3:aktivita
n5:P
n3:aktivity
P(TA01020326)
n3:cisloPeriodika
82
n3:dodaniDat
n10:2014
n3:domaciTvurceVysledku
n15:4118189
n3:druhVysledku
n7:J
n3:duvernostUdaju
n11:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
66241
n3:idVysledku
RIV/62156489:43410/13:00212634
n3:jazykVysledku
n19:eng
n3:klicovaSlova
material constitutive models; pavement; FEM; low volume roads; geotechnical materials
n3:klicoveSlovo
n6:FEM n6:material%20constitutive%20models n6:pavement n6:low%20volume%20roads n6:geotechnical%20materials
n3:kodStatuVydavatele
TR - Turecká republika
n3:kontrolniKodProRIV
[31E03A60A599]
n3:nazevZdroje
World Academy of Science, Engineering and Technology
n3:obor
n17:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n18:TA01020326
n3:rokUplatneniVysledku
n10:2013
n3:tvurceVysledku
Florian, Aleš Ševelová, Lenka
s:issn
2010-376X
s:numberOfPages
5
n16:organizacniJednotka
43410