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Detail publikačního výsledku
KALA, Z.; VALEŠ, J.
Originální název
Fuzzy Logic for Design Verification of Steel Beams in Serviceability Limit State
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
The maximum permissible deflection values in design standards are determined subjectively and can thus be considered as fuzzy numbers. Using the finite element method it was found that the lateral deflection of a slender beam under major axis bending can be relatively high. Nonlinear load-deflection analysis was applied for the compilation of the presented numerical studies. The serviceability limit state of beams with initial imperfections was studied. The limit moment, which yields the deflection that is equal to the maximum permissible value, was defined. Fuzzy analysis of the limit moment was evaluated using the general extension principle. Slendernesses of members for which the attainment of the maximum permissible value of deflection is the deciding limit state for design were determined.
Anglický abstrakt
Klíčová slova
Fuzzy logic, design, imperfections, stability, serviceability, limit state, beam, bending
Klíčová slova v angličtině
Autoři
Rok RIV
2016
Vydáno
23.06.2015
Místo
Brno
Kniha
21st International Conference on Soft Computing - MENDEL 2015
ISSN
1803-3814
Periodikum
Mendel Journal series
Stát
Česká republika
Strany od
91
Strany do
96
Strany počet
6
URL
https://www.researchgate.net/publication/282688136_Fuzzy_logic_for_design_verification_of_steel_beams_in_serviceability_limit_state
BibTex
@inproceedings{BUT121466, author="Zdeněk {Kala} and Jan {Valeš}", title="Fuzzy Logic for Design Verification of Steel Beams in Serviceability Limit State", booktitle="21st International Conference on Soft Computing - MENDEL 2015", year="2015", journal="Mendel Journal series", pages="91--96", address="Brno", issn="1803-3814", url="https://www.researchgate.net/publication/282688136_Fuzzy_logic_for_design_verification_of_steel_beams_in_serviceability_limit_state" }