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Subject Item
n2:RIV%2F62304178%3A_____%2F12%3A%230000036%21RIV14-MPO-62304178
rdf:type
skos:Concept n16:Vysledek
dcterms:description
Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due to horizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts, which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages. Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due to horizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts, which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages. Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due to horizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts, which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages.
dcterms:title
Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts
skos:prefLabel
Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts
skos:notation
RIV/62304178:_____/12:#0000036!RIV14-MPO-62304178
n16:predkladatel
n17:ico%3A62304178
n3:aktivita
n8:P
n3:aktivity
P(FR-TI2/746)
n3:cisloPeriodika
1
n3:dodaniDat
n15:2014
n3:domaciTvurceVysledku
n14:5750148 n14:4747798 n14:7100353 n14:9710795
n3:druhVysledku
n4:J
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
151015
n3:idVysledku
RIV/62304178:_____/12:#0000036
n3:jazykVysledku
n18:cze
n3:klicovaSlova
modeling of sliding joint, foundation structures, asphalt belt, Sliding joint
n3:klicoveSlovo
n11:asphalt%20belt n11:foundation%20structures n11:modeling%20of%20sliding%20joint n11:Sliding%20joint
n3:kodStatuVydavatele
PL - Polská republika
n3:kontrolniKodProRIV
[F480E07F70CD]
n3:nazevZdroje
Transactions of the VŠB - Technical University of Ostrava
n3:obor
n10:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n7:FR-TI2%2F746
n3:rokUplatneniVysledku
n15:2012
n3:svazekPeriodika
1
n3:tvurceVysledku
Čajka, Radim Matečková, P. Janulíková, M. Stará, M.
s:issn
1804-4824
s:numberOfPages
6