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KALA, Z.; VALEŠ, J.
Original Title
Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
Resistance, stress, limit state, initial imperfections, I-section beam, fuzzy analysis
Key words in English
Authors
RIV year
2016
Released
01.03.2015
ISBN
978-0-7354-1287-3
Book
Numerical Analysis and Applied Mathematics 2014
Pages from
1
Pages to
4
Pages count
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" }