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KALA, Z. KALA, J.
Original Title
Sensitivity Analysis of Stability Problems of Steel Columns using Shell Finite Elements and Nonlinear Computation Methods
Type
conference paper
Language
English
Original Abstract
The paper analyzes the influence of initial imperfections on the load-carrying capacity of a slender strut, applying the ANSYS programme. The geometrical and material nonlinear finite element method was applied for the theoretical analysis. Modelling of the steel structure was performed using SHELL elements. The effect of input imperfections on the load-carrying capacity is evaluated by Sobol sensitivity analysis. The computation model elaborated is unique with regard to its numerically demanding character. The Latin Hypercube Sampling method was applied for the evaluation of sensitivity indices.
Keywords
Sensitivity analysis, shell elements, steel, stability, buckling
Authors
KALA, Z.; KALA, J.
RIV year
2011
Released
9. 5. 2011
Location
Svratka
ISBN
978-80-87012-33-8
Book
Engineering mechanics 2011, 17th International Conference
Pages from
271
Pages to
274
Pages count
4
BibTex
@inproceedings{BUT89896, author="Zdeněk {Kala} and Jiří {Kala}", title="Sensitivity Analysis of Stability Problems of Steel Columns using Shell Finite Elements and Nonlinear Computation Methods", booktitle="Engineering mechanics 2011, 17th International Conference", year="2011", pages="271--274", address="Svratka", isbn="978-80-87012-33-8" }