The Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F01%3APU21359" target="_blank" >RIV/00216305:26110/01:PU21359 - 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 Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element

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 and also on the theory of fracture mechanics. This 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 computatioonal system with the user beam element USER102 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 modeled separately.

Czech name

The Materially Non-linear Analysis of Concrete Plane Frame Structures Using ANSYS System With a USER102 Finite Beam Element

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 and also on the theory of fracture mechanics. This 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 computatioonal system with the user beam element USER102 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 modeled separately.

Type

D - Article in proceedings

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

2001

Confidentiality

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

Article name in the collection

Proceedings of the Scientific Session VSU 2001

ISBN

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ISSN

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e-ISSN

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Number of pages

6

Pages from-to

73-78

Publisher name

Higher School of Construction Engineering L. Karavelov (VSU)

Place of publication

Sofia, Bulgaria

Event location

Sofia, Bulgaria

Event date

May 29, 2001

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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