Publication detail

The Material Non-linear Analysis of Concrete Plane Frame Structures

PĚNČÍK, J.

Original Title

The Material Non-linear Analysis of Concrete Plane Frame Structures

English Title

The Material Non-linear Analysis of Concrete Plane Frame Structures

Type

journal article

Language

en

Original Abstract

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.

English abstract

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.

Released

05.10.2000

Pages from

165

Pages to

174

Pages count

10

BibTex


@article{BUT39781,
  author="Jan {Pěnčík}",
  title="The Material Non-linear Analysis of Concrete Plane Frame Structures",
  annote="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.",
  chapter="39781",
  journal="Proceedings of the 3rd International PhD Symposium in Civil Engineering",
  number="10",
  volume="1",
  year="2000",
  month="october",
  pages="165",
  type="journal article"
}