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KALA, Z., KALA, J., ŠKALOUD, M., TEPLÝ, B., MELCHER, J., NOVÁK, D.
Original Title
Sensitivity Analysis of Engineering Structures
Type
conference paper
Language
English
Original Abstract
The results of statistical and sensitivity analyses of the resistance of a thin-walled steel girder welded of slender webs are presented in the paper. The theoretical analysis is based on a non-linear finite element method, the girder being modelled by means of shell elements and the ANSYS program being applied. All input imperfections were considered to be random quantities. The influence of initial imperfections on the girder static ultimate load is analysed by the sensitivity analysis. Further on, the fatigue limit state of a structure loaded by service load is analysed, as well. The repeated stress change in the web breathing under repeated load causes the cumulative failure and fatigue cracks initiate and propagate. Therefore it is necessary to analyse the effect of the stress state occurring in the crack-prone areas of the "breathing" web under service loads. In the present paper, the results of theoretical analysis of two thin-walled girders with wall thickness of 4 mm and 6 mm respectively, are presented.
Keywords
sensitivity, reliability, structures, load-carrying capacity, fatigue, Monte Carlo type simulation
Authors
RIV year
2004
Released
24. 6. 2004
Location
Jyväskylä (Finland)
ISBN
951-39-1868-8
Book
Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004
Pages from
1
Pages to
6
Pages count
BibTex
@inproceedings{BUT12577, author="Zdeněk {Kala} and Jiří {Kala} and Miroslav {Škaloud} and Břetislav {Teplý} and Jindřich {Melcher} and Drahomír {Novák}", title="Sensitivity Analysis of Engineering Structures", booktitle="Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004", year="2004", pages="6", address="Jyväskylä (Finland)", isbn="951-39-1868-8" }