Effect of random axial curvature on the performance of open and closed section steel columns

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107512" target="_blank" >RIV/00216305:26110/13:PU107512 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1063/1.4826051" target="_blank" >http://dx.doi.org/10.1063/1.4826051</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/1.4826051" target="_blank" >10.1063/1.4826051</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Effect of random axial curvature on the performance of open and closed section steel columns

Popis výsledku v původním jazyce

The present paper deals with the analysis of load carrying capacity of a steel column under compression with a thin-walled open and closed cross-sections, the axis of which is randomly three-dimensionally curved. The initial curvature was modelled by means of random fields, applying the Latin Hypercube Sampling method. The load carrying capacity of the compression column has been calculated by geometrically nonlinear solution, applying the ANSYS program. The element BEAM 188 from the ANSYS element library was used for the solution. The load carrying capacity statistical characteristics of columns with open and closed cross-sections have been compared. The results are presented in the table.

Název v anglickém jazyce

Effect of random axial curvature on the performance of open and closed section steel columns

Popis výsledku anglicky

The present paper deals with the analysis of load carrying capacity of a steel column under compression with a thin-walled open and closed cross-sections, the axis of which is randomly three-dimensionally curved. The initial curvature was modelled by means of random fields, applying the Latin Hypercube Sampling method. The load carrying capacity of the compression column has been calculated by geometrically nonlinear solution, applying the ANSYS program. The element BEAM 188 from the ANSYS element library was used for the solution. The load carrying capacity statistical characteristics of columns with open and closed cross-sections have been compared. The results are presented in the table.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013

ISBN

978-0-7354-1184-5

ISSN

—

e-ISSN

—

Počet stran výsledku

4

Strana od-do

2512-2515

Název nakladatele

AIP Publishing

Místo vydání

Rhodes, Greece

Místo konání akce

Rhodes

Datum konání akce

21. 9. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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