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Detail publikačního výsledku
KALA, Z.; VALEŠ, J.
Originální název
Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
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.
Anglický abstrakt
Klíčová slova
Resistance, stress, limit state, initial imperfections, I-section beam, fuzzy analysis
Klíčová slova v angličtině
Autoři
Rok RIV
2016
Vydáno
01.03.2015
ISBN
978-0-7354-1287-3
Kniha
Numerical Analysis and Applied Mathematics 2014
Strany od
1
Strany do
4
Strany počet
URL
http://dx.doi.org/10.1063/1.4913120
BibTex
@inproceedings{BUT114240, author="Zdeněk {Kala} and Jan {Valeš}", title="Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending", booktitle="Numerical Analysis and Applied Mathematics 2014", year="2015", pages="1--4", doi="10.1063/1.4913120", isbn="978-0-7354-1287-3", url="http://dx.doi.org/10.1063/1.4913120" }