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Statements

Subject Item
n2:RIV%2F16050517%3A_____%2F04%3A%230000004%21RIV07-GA0-16050517
rdf:type
n9:Vysledek skos:Concept
dcterms:description
This paper presents an efficient numerical model for the simulation of bond between reinforcing bars and concrete. It is based on one-dimensional geometry of reinforcing bars and it considers interface surface properties. In spite of its relative simplicity, it allows application of the same physical models as in the case of the full surface interface. Arbitrary bond-slip relationship can be implemented within the model. Two sample analyses are presented: an example of a beam collapsing due to shear failure and shear strength of pre-stressed hollow core slabs. This paper presents an efficient numerical model for the simulation of bond between reinforcing bars and concrete. It is based on one-dimensional geometry of reinforcing bars and it considers interface surface properties. In spite of its relative simplicity, it allows application of the same physical models as in the case of the full surface interface. Arbitrary bond-slip relationship can be implemented within the model. Two sample analyses are presented: an example of a beam collapsing due to shear failure and shear strength of pre-stressed hollow core slabs. Článek popisuje efektivní numerický model pro simulaci soudržnosti betonu a vyztuže pomocí metody konečných prvků.
dcterms:title
Bond Slip in Modelling of RC Structures for Engineering Practice Modelování ztráty soudržnosti v železobetonových konstrukcích v praxi Bond Slip in Modelling of RC Structures for Engineering Practice
skos:prefLabel
Bond Slip in Modelling of RC Structures for Engineering Practice Bond Slip in Modelling of RC Structures for Engineering Practice Modelování ztráty soudržnosti v železobetonových konstrukcích v praxi
skos:notation
RIV/16050517:_____/04:#0000004!RIV07-GA0-16050517
n3:strany
1-18
n3:aktivita
n14:P
n3:aktivity
P(GA103/04/2083)
n3:dodaniDat
n10:2007
n3:domaciTvurceVysledku
n7:6789471 n7:1193260
n3:druhVysledku
n16:D
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n8:predkladatel
n3:idSjednocenehoVysledku
556468
n3:idVysledku
RIV/16050517:_____/04:#0000004
n3:jazykVysledku
n15:eng
n3:klicovaSlova
reinforcement bond; reinforced concrete; FEM method; structural design; nonlinear analysis
n3:klicoveSlovo
n6:reinforcement%20bond n6:reinforced%20concrete n6:FEM%20method n6:nonlinear%20analysis n6:structural%20design
n3:kontrolniKodProRIV
[ECF53EDDAF72]
n3:mistoKonaniAkce
Lisbon, Portugalsko
n3:mistoVydani
GB
n3:nazevZdroje
Proceedings of the Seventh International Conference on Computational Structures Technology,
n3:obor
n19:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n20:GA103%2F04%2F2083
n3:rokUplatneniVysledku
n10:2004
n3:tvurceVysledku
Jendele, Libor Červenka, Jan
n3:typAkce
n17:WRD
n3:zahajeniAkce
2004-01-01+01:00
s:numberOfPages
18
n18:hasPublisher
Civil-Comp Press
n13:isbn
0-948749-94-6