The Material Non-linear Analysis of Concrete Plane Frame Structures

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F00%3APU21356" target="_blank" >RIV/00216305:26110/00:PU21356 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

The Material Non-linear Analysis of Concrete Plane Frame Structures

Original language 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. 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 ellement 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.

Czech name

The Material Non-linear Analysis of Concrete Plane Frame Structures

Czech 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. 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 ellement 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.

Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2000

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Proceedings of the 3rd International PhD Symposium in Civil Engineering

ISSN

1028-5334

e-ISSN

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Volume of the periodical

1

Issue of the periodical within the volume

10

Country of publishing house

AT - AUSTRIA

Number of pages

10

Pages from-to

165-174

UT code for WoS article

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EID of the result in the Scopus database

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