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KALA, Z. KALA, J.
Original Title
Sensitivity Analysis of Engineering Structures
Type
abstract
Language
English
Original Abstract
The present contribution deals with the statistical and sensitivity analysis of the resistance of a high thin-walled girder with thickness of 4 mm and 6 mm. 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.
Keywords
sensitivity, reliability, structures, load-carrying capacity, fatigue, Monte Carlo type simulation
Authors
KALA, Z.; KALA, J.
Released
24. 7. 2004
Location
Jyväskylä (Finland)
Pages from
422
Pages to
Pages count
1
BibTex
@misc{BUT59996, author="Zdeněk {Kala} and Jiří {Kala}", title="Sensitivity Analysis of Engineering Structures", year="2004", pages="1", address="Jyväskylä (Finland)", note="abstract" }