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  • This paper presents 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. 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 modeled separately.
  • This paper presents 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. 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 modeled separately. (en)
Title
  • The Material Non-linear Analysis of Concrete Plane Frame Structures
  • The Material Non-linear Analysis of Concrete Plane Frame Structures (en)
  • The Material Non-linear Analysis of Concrete Plane Frame Structures (cs)
skos:prefLabel
  • The Material Non-linear Analysis of Concrete Plane Frame Structures
  • The Material Non-linear Analysis of Concrete Plane Frame Structures (en)
  • The Material Non-linear Analysis of Concrete Plane Frame Structures (cs)
skos:notation
  • RIV/00216305:26110/01:PU21381!RIV/2005/MSM/261105/N
http://linked.open.../vavai/riv/strany
  • 1-4
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM 261100007)
http://linked.open...iv/cisloPeriodika
  • 2
http://linked.open...vai/riv/dodaniDat
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  • 686070
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/01:PU21381
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http://linked.open.../riv/klicovaSlova
  • concrete, analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • CZ - Česká republika
http://linked.open...ontrolniKodProRIV
  • [202995CA6AA9]
http://linked.open...i/riv/nazevZdroje
  • Sborník odborného semináře doktorského studia
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 3
http://linked.open...iv/tvurceVysledku
  • Pěnčík, Jan
http://linked.open...n/vavai/riv/zamer
issn
  • 1212-9275
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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