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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F01%3APU21359%21RIV11-MSM-26110___
rdf:type
skos:Concept n17:Vysledek
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 and also on the theory of fracture mechanics. This 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 USER102 is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the %22reference axis%22. 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 modeled 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 and also on the theory of fracture mechanics. This 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 USER102 is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the %22reference axis%22. 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 modeled separately.
dcterms:title
The Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element The Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element
skos:prefLabel
The Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element The Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element
skos:notation
RIV/00216305:26110/01:PU21359!RIV11-MSM-26110___
n3:aktivita
n13:V n13:Z
n3:aktivity
V, Z(MSM 261100007)
n3:dodaniDat
n4:2011
n3:domaciTvurceVysledku
n15:1518933
n3:druhVysledku
n19:D
n3:duvernostUdaju
n12:S
n3:entitaPredkladatele
n16:predkladatel
n3:idSjednocenehoVysledku
686076
n3:idVysledku
RIV/00216305:26110/01:PU21359
n3:jazykVysledku
n18:eng
n3:klicovaSlova
concrete, material, non-linear, beam, layer, analysis, ANSYS
n3:klicoveSlovo
n9:analysis n9:concrete n9:beam n9:material n9:ANSYS n9:layer n9:non-linear
n3:kontrolniKodProRIV
[E4F26780B9AC]
n3:mistoKonaniAkce
Sofia, Bulgaria
n3:mistoVydani
Sofia, Bulgaria
n3:nazevZdroje
Proceedings of the Scientific Session VSU 2001
n3:obor
n20:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n4:2001
n3:tvurceVysledku
Pěnčík, Jan
n3:typAkce
n11:WRD
n3:zahajeniAkce
2001-05-29+02:00
n3:zamer
n10:MSM%20261100007
s:numberOfPages
6
n7:hasPublisher
Higher School of Construction Engineering L. Karavelov (VSU)
n6:organizacniJednotka
26110