Behaviour of U Profile Steel Beam Under Torsion Loading ? Length Effect
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44932" target="_blank" >RIV/00216305:26110/04:PU44932 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Behaviour of U Profile Steel Beam Under Torsion Loading ? Length Effect
Original language description
Within the framework of standard prescriptions, the problems of the design and evaluation of beams under torsion find only marginal solution. The overall development of theoretical approaches and analyses of reliability assessment of supporting structures finds application in standardization documents. With the aim to contribute to the European methodology of the design of steel structures according to their limit states, the studies have to be based on recent knowledge of loading and materials. This teends authors to observe behaviour of open section thin walled beam under torsion moment. The steel beams under tensional loading explicit best characteristic of load carrying capacity and displacement. Its why in design we expedite tensile type of loading. Less efficient is compression and bending. Even worst is action of torsion moment. Structure under relatively low torsion moment shows very large displacement. Some times we need to design beam supporting torsion moment, commonly some
Czech name
Chování U profilu ocelového nosníku namáhaného kroucením ? vliv délky
Czech description
V článku je analyzován vliv délky ocelového prutu namáhaného kroucením na jeho únosnost. Prut je modelován metodou konečných prvků (brick element) s využitím programu Ansys. Únosnost je počítána geometricky a fyzikálně nelineárním řešením Euler - Newton-Raphsonovou metodou. Únosnost je studována u prutu s délkami: L=0.1 m; 0.2 m; 0.5 m; 1.0 m; 2.0 m.
Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
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)
Others
Publication year
2004
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
8th Int. Conference Modern Building Materials, Structures and Techniques
ISBN
9986-05-722-1
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
223-228
Publisher name
NEUVEDEN
Place of publication
Vilnius (Lithuania)
Event location
Vilnius (Lithuania)
Event date
May 19, 2004
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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