The influence of load-carrying capacity on the length of a thin-walled steel member under torsion moment - sensitivity analysis

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F03%3APU41848" target="_blank" >RIV/00216305:26110/03:PU41848 - 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 influence of load-carrying capacity on the length of a thin-walled steel member under torsion moment - sensitivity analysis

Original language description

The influence of a steel beam length on its load-carrying capacity in torsion will be studied. The beam will be modelled by the finite element method by means of the ANSYS programme (brick element). The load-carrying capacity will be calculated by a geometrically and physically nonlinear solution. It will be demonstrated that in short beams, the load-carrying capacity in torsion is remarkably higher than that of long beams. A short beam behaves rather like a spatial body, and the beam theory is not valiid here. The value of the beam sensitivity to its imperfections will be studied.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2003

Confidentiality

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

Article name in the collection

Quality and Reliability of Building Industry

ISBN

80-7099-746-X

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

275-280

Publisher name

Technical University of Košice

Place of publication

Levoča 2003, SR

Event location

Levoča

Event date

Oct 22, 2003

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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