Experimental Analysis of Lateral Torsional Buckling of Beams with Selected Cross-Section Types
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU139740" target="_blank" >RIV/00216305:26110/17:PU139740 - isvavai.cz</a>
Result on the web
<a href="https://www.scopus.com/record/display.uri?eid=2-s2.0-85029689616&origin=resultslist" target="_blank" >https://www.scopus.com/record/display.uri?eid=2-s2.0-85029689616&origin=resultslist</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2017.04.523" target="_blank" >10.1016/j.proeng.2017.04.523</a>
Alternative languages
Result language
angličtina
Original language name
Experimental Analysis of Lateral Torsional Buckling of Beams with Selected Cross-Section Types
Original language description
Currently used design methods for solution of lateral torsional buckling are based on critical moment approach. This solution is also implemented in design codes but it is limited for use of single symmetric cross section only. The analytical solution of mono symmetric cross-section by critical moment is patterned on the theory of thin walled elastic beams by Vlasov [1]. In spite of the fact that this theory is known for many decades, the practical elaborated approach for solution of asymmetrical cross section is still the actual problem to solve. Nowadays the FEM based numerical models are the powerful instrument for detailed analysis of such kind of structure. However, there are still problems with definition of all imperfections and boundary conditions. Also the modelling of load effects during the loading procedure remains usually difficult. The most valuable source of information is the experiment. The goal of research which is presented in this paper is the experimental and theoretical analysis of cross section which can be asymmetrical. Particularly there are experimental test of several beams of selected cross-section shapes described and analysed. The main idea of those experiments was to observe the differences in behaviour between single symmetric cross-section and the slightly asymmetric one. Results of those experiments will serve as a base for further theoretical part of the research. (C) 2017 The Authors. Published by Elsevier Ltd.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA14-25320S" target="_blank" >GA14-25320S: Aspects of the use of complex nonlinear material models</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
18th International Conference on Rehabilitation and Reconstruction of Buildings (CRRB)
ISBN
978-80-02-02701-0
ISSN
1877-7058
e-ISSN
—
Number of pages
6
Pages from-to
56-61
Publisher name
ELSEVIER SCIENCE BV
Place of publication
AMSTERDAM
Event location
Brno
Event date
Nov 24, 2016
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
000419273400008