Detail publikace

The Material Non-linear Analysis of Concrete Plane Frame Structures

PĚNČÍK, J.

Originální název

The Material Non-linear Analysis of Concrete Plane Frame Structures

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova v angličtině

concrete, material, non-linear, layer, analysis, ANSYS

Autoři

PĚNČÍK, J.

Vydáno

5. 10. 2000

ISSN

1028-5334

Periodikum

Proceedings of the 3rd International PhD Symposium in Civil Engineering

Ročník

1

Číslo

10

Stát

Rakouská republika

Strany od

165

Strany do

174

Strany počet

10

BibTex

@article{BUT39781,
  author="Jan {Pěnčík}",
  title="The Material Non-linear Analysis of Concrete Plane Frame Structures",
  journal="Proceedings of the 3rd International PhD Symposium in Civil Engineering",
  year="2000",
  volume="1",
  number="10",
  pages="10",
  issn="1028-5334"
}