Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU113850" target="_blank" >RIV/00216305:26110/15:PU113850 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1063/1.4913120" target="_blank" >http://dx.doi.org/10.1063/1.4913120</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.4913120" target="_blank" >10.1063/1.4913120</a>

Result language
angličtina
Original language name
Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending
Original language description
In the present paper, deformations of a beam under equal end moments solved with influence of lateral buckling are studied. It has been found by numerical studies that the lateral deflection of slender beam under major axis bending can be relatively high. The acceptability of high values of lateral deflections within the framework of serviceability limit state is discussed. In the next part of the paper, the limit value of maximum deflection was introduced as a fuzzy number. The fuzzy analysis of the maximum moment which causes the maximum deflection was carried out. The slendernesses of beams for which the serviceability limit state is the limiting state for design were identified.
Czech name
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Czech description
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Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
<a href="/en/project/GA14-17997S" target="_blank" >GA14-17997S: Global Sensitivity Analysis in Nonlinear Structural Mechanics</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach

Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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