Přístupnostní navigace
E-application
Search Search Close
Publication result detail
MELCHER, J.; ŠKALOUD, M.; KALA, Z.; KARMAZÍNOVÁ, M.
Original Title
Sensitivity and Statistical analysis within the elaboration of steel plated girder resistance
English Title
Type
WoS Article
Original Abstract
The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. The influence of the variability of initial imperfections on the variability of ultimate static load-carrying capacity and on the variability of the state of stress studied was calculated by sensitivity analysis. Real tests of girders with random initial imperfections the occurrence frequency of which is equivalent to experimental results are simulated numerically. The stress state was evaluated by bending stresses developing in the crack-prone areas of a web "breathing" under repeated loads, which - as it was demonstrated by the experiments - occurred at the toes of the fillet welds connecting the "breathing" web with the girder flanges and stiffeners.
English abstract
Keywords
initial imperfections, thin-walled girders, sensitivity and statistical analysis
Key words in English
Authors
RIV year
2010
Released
01.01.2009
Publisher
The Hong Kong Institute of Steel Construction
Location
Hong Kong
ISBN
1816-112X
Periodical
Advanced Steel Construction
Volume
5
Number
4
State
People's Republic of China
Pages from
390
Pages to
405
Pages count
16
BibTex
@article{BUT49651, author="Jindřich {Melcher} and Miroslav {Škaloud} and Zdeněk {Kala} and Marcela {Karmazínová}", title="Sensitivity and Statistical analysis within the elaboration of steel plated girder resistance", journal="Advanced Steel Construction", year="2009", volume="5", number="4", pages="390--405", issn="1816-112X" }