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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F00%3APU21356%21RIV11-MSM-26110___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
This paper presents both a method and a computational program for the material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models which are based on the theory of plasticity. This computational method may be used to calculate the Ultimate Limit State of reinforced concrete structures and prestressed concrete structures with internal and external tendons. For analysis the ANSYS computational system with the user beam element is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the reference axis. Thus, a concrete cross-section which is divided into a finite number of layers of, e.g., reinforcement steel, prestressing tendons or other structural materials can be modelled separately. This paper presents both a method and a computational program for the material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models which are based on the theory of plasticity. This computational method may be used to calculate the Ultimate Limit State of reinforced concrete structures and prestressed concrete structures with internal and external tendons. For analysis the ANSYS computational system with the user beam element is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the reference axis. Thus, a concrete cross-section which is divided into a finite number of layers of, e.g., reinforcement steel, prestressing tendons or other structural materials can be modelled separately.
dcterms:title
The Material Non-linear Analysis of Concrete Plane Frame Structures The Material Non-linear Analysis of Concrete Plane Frame Structures
skos:prefLabel
The Material Non-linear Analysis of Concrete Plane Frame Structures The Material Non-linear Analysis of Concrete Plane Frame Structures
skos:notation
RIV/00216305:26110/00:PU21356!RIV11-MSM-26110___
n3:aktivita
n14:V n14:Z
n3:aktivity
V, Z(MSM 261100007)
n3:cisloPeriodika
10
n3:dodaniDat
n16:2011
n3:domaciTvurceVysledku
n17:1518933
n3:druhVysledku
n10:J
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
716719
n3:idVysledku
RIV/00216305:26110/00:PU21356
n3:jazykVysledku
n4:eng
n3:klicovaSlova
concrete, material, non-linear, layer, analysis, ANSYS
n3:klicoveSlovo
n7:material n7:analysis n7:non-linear n7:concrete n7:layer n7:ANSYS
n3:kodStatuVydavatele
AT - Rakouská republika
n3:kontrolniKodProRIV
[0FC0B607CED3]
n3:nazevZdroje
Proceedings of the 3rd International PhD Symposium in Civil Engineering
n3:obor
n18:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n16:2000
n3:svazekPeriodika
1
n3:tvurceVysledku
Pěnčík, Jan
n3:zamer
n12:MSM%20261100007
s:issn
1028-5334
s:numberOfPages
10
n11:organizacniJednotka
26110