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Statements

Subject Item
n2:RIV%2F16050517%3A_____%2F06%3A%230000001%21RIV07-GA0-16050517
rdf:type
n6:Vysledek skos:Concept
dcterms:description
This paper presents an efficient numerical model for simulating the bond between reinforcing bars and concrete. It is based on the one-dimensional geometry of reinforcing bars, and it considers interface surface properties. In spite of its relative simplicity, it allows the application of the same physical models as in the case of a full surface interface. An arbitrary bond-slip relationship can be implemented within the model. Four sample analyses are presented: reinforcement bar pull-out experiment, an example of a beam collapsing due to shear failure, an analysis of the shear strength of pre-stressed hollow core slabs and an assessment of serviceability of a pre-stressed concrete slab in the newly built ice hockey arena in Prague. 2006 Published by Elsevier Ltd. Keywords: Reinforcement bond; Reinforced concrete; FEM method; Structural design; Nonlinear analysis This paper presents an efficient numerical model for simulating the bond between reinforcing bars and concrete. It is based on the one-dimensional geometry of reinforcing bars, and it considers interface surface properties. In spite of its relative simplicity, it allows the application of the same physical models as in the case of a full surface interface. An arbitrary bond-slip relationship can be implemented within the model. Four sample analyses are presented: reinforcement bar pull-out experiment, an example of a beam collapsing due to shear failure, an analysis of the shear strength of pre-stressed hollow core slabs and an assessment of serviceability of a pre-stressed concrete slab in the newly built ice hockey arena in Prague. 2006 Published by Elsevier Ltd. Keywords: Reinforcement bond; Reinforced concrete; FEM method; Structural design; Nonlinear analysis Článek v mezinárodním odborném časopise Computers and Structures o modelování železobetonových konstrukcí metodou konečných prvků se zohledněním soudržnosti betonu a výztuže. Publikovány výsledky projektu 103/04/2083, kde byl vytvořen nový model a algoritmus modelování soudržnosti.
dcterms:title
Finite element modelling of reinforcement with bond Finite element modelling of reinforcement with bond Modelování výztuže se soudržností metodou konečných prvků
skos:prefLabel
Finite element modelling of reinforcement with bond Finite element modelling of reinforcement with bond Modelování výztuže se soudržností metodou konečných prvků
skos:notation
RIV/16050517:_____/06:#0000001!RIV07-GA0-16050517
n4:strany
1780-1791
n4:aktivita
n16:P
n4:aktivity
P(GA103/04/2083)
n4:cisloPeriodika
84
n4:dodaniDat
n7:2007
n4:domaciTvurceVysledku
n10:6789471 n10:1193260
n4:druhVysledku
n14:J
n4:duvernostUdaju
n17:S
n4:entitaPredkladatele
n15:predkladatel
n4:idSjednocenehoVysledku
475881
n4:idVysledku
RIV/16050517:_____/06:#0000001
n4:jazykVysledku
n12:eng
n4:klicovaSlova
reinforcement bond; reinforced concrete; FEM method; structural design; nonlinear analysis
n4:klicoveSlovo
n5:FEM%20method n5:nonlinear%20analysis n5:structural%20design n5:reinforcement%20bond n5:reinforced%20concrete
n4:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n4:kontrolniKodProRIV
[3586653D34C4]
n4:nazevZdroje
An International Journal Computers & Structures
n4:obor
n11:JN
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
2
n4:projekt
n13:GA103%2F04%2F2083
n4:rokUplatneniVysledku
n7:2006
n4:svazekPeriodika
2006
n4:tvurceVysledku
Jendele, Libor Červenka, Jan
s:issn
0045-7949
s:numberOfPages
12