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

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

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

Popis výsledku anglicky

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.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2001

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the Scientific Session VSU 2001

ISBN

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ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

73-78

Název nakladatele

Higher School of Construction Engineering L. Karavelov (VSU)

Místo vydání

Sofia, Bulgaria

Místo konání akce

Sofia, Bulgaria

Datum konání akce

29. 5. 2001

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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