Numerical Modeling of a Thin-Walled Profile with respect to the Redistribution of Bending Moments

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86094884" target="_blank" >RIV/61989100:27120/15:86094884 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.ctresources.info/ccp/paper.html?id=8595" target="_blank" >http://www.ctresources.info/ccp/paper.html?id=8595</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4203/ccp.108.37" target="_blank" >10.4203/ccp.108.37</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical Modeling of a Thin-Walled Profile with respect to the Redistribution of Bending Moments

Popis výsledku v původním jazyce

The paper deals with the detailed determination of the resistance of a diagonal steel member and its connections, which is the main supporting element of the steel halls system built from thin-walled cross-section profiles. For this type of structure thestability behavior of the structure from the global and local points of view must be emphasized. The paper is focused on solving the common beam model and its design using detailed numerical models, which aim to detect potential savings, but also the critical points in the design solution. The global support system is analyzed in detail with a diagonal frame corner that is considered as a critical point in the structure. The aim of the analysis is to determine the rotational stiffness, which would be applied in a simple beam model. For a detailed analysis the finite element method is used and the commercial software ANSYS. Numerical modeling is based on the model of a selected frame, which is defined for verification as a beam model an

Název v anglickém jazyce

Numerical Modeling of a Thin-Walled Profile with respect to the Redistribution of Bending Moments

Popis výsledku anglicky

The paper deals with the detailed determination of the resistance of a diagonal steel member and its connections, which is the main supporting element of the steel halls system built from thin-walled cross-section profiles. For this type of structure thestability behavior of the structure from the global and local points of view must be emphasized. The paper is focused on solving the common beam model and its design using detailed numerical models, which aim to detect potential savings, but also the critical points in the design solution. The global support system is analyzed in detail with a diagonal frame corner that is considered as a critical point in the structure. The aim of the analysis is to determine the rotational stiffness, which would be applied in a simple beam model. For a detailed analysis the finite element method is used and the commercial software ANSYS. Numerical modeling is based on the model of a selected frame, which is defined for verification as a beam model an

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Civil-Comp proceedings. Volume 108

ISBN

978-1-905088-63-8

ISSN

1759-3433

e-ISSN

—

Počet stran výsledku

15

Strana od-do

1-15

Název nakladatele

Civil-Comp Press

Místo vydání

Kippen, Stirlingshire

Místo konání akce

Praha

Datum konání akce

1. 9. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—