Detail publikace

Sensitivity Analysis of Stability Problems of Steel Columns using Shell Finite Elements and Nonlinear Computation Methods

KALA, Z. KALA, J.

Originální název

Sensitivity Analysis of Stability Problems of Steel Columns using Shell Finite Elements and Nonlinear Computation Methods

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Sensitivity analysis, shell elements, steel, stability, buckling

Autoři

KALA, Z.; KALA, J.

Rok RIV

2011

Vydáno

9. 5. 2011

Místo

Svratka

ISBN

978-80-87012-33-8

Kniha

Engineering mechanics 2011, 17th International Conference

Strany od

271

Strany do

274

Strany počet

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"
}