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  • 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. (en)
Title
  • The Material Non-linear Analysis of Concrete Plane Frame Structures
  • The Material Non-linear Analysis of Concrete Plane Frame Structures (en)
skos:prefLabel
  • The Material Non-linear Analysis of Concrete Plane Frame Structures
  • The Material Non-linear Analysis of Concrete Plane Frame Structures (en)
skos:notation
  • RIV/00216305:26110/00:PU21356!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • V, Z(MSM 261100007)
http://linked.open...iv/cisloPeriodika
  • 10
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 716719
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/00:PU21356
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • concrete, material, non-linear, layer, analysis, ANSYS (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • AT - Rakouská republika
http://linked.open...ontrolniKodProRIV
  • [0FC0B607CED3]
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 3rd International PhD Symposium in Civil Engineering
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 1
http://linked.open...iv/tvurceVysledku
  • Pěnčík, Jan
http://linked.open...n/vavai/riv/zamer
issn
  • 1028-5334
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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