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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

  • Czech description

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