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%2F01%3APU21381" target="_blank" >RIV/00216305:26110/01:PU21381 - 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 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 placethis 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.

Czech name

The Material Non-linear Analysis of Concrete Plane Frame Structures

Czech description

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Type

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

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2001

Confidentiality

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

Name of the periodical

Sborník odborného semináře doktorského studia

ISSN

1212-9275

e-ISSN

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Volume of the periodical

3

Issue of the periodical within the volume

2

Country of publishing house

CZ - CZECH REPUBLIC

Number of pages

4

Pages from-to

1-4

UT code for WoS article

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EID of the result in the Scopus database

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