Detail publikace

A Probabilistic Approach To the Limit State of Centrally loaded Thin Walled Columns

KALA, Z., KALA, J., TEPLÝ, B., ŠKALOUD, M.

Originální název

A Probabilistic Approach To the Limit State of Centrally loaded Thin Walled Columns

Anglický název

A Probabilistic Approach To the Limit State of Centrally loaded Thin Walled Columns

Jazyk

en

Originální abstrakt

The problem of the interaction of local buckling and the loss of stability as a whole is studied taking into account different imperfections. Thin-walled closed section columns in compression are analysed for several models of boundary conditions utilizing the probabilistic approach and by means of a detailed FEA model. A comparison to the load-bearing capacity according to Eurocode is then made.

Anglický abstrakt

The problem of the interaction of local buckling and the loss of stability as a whole is studied taking into account different imperfections. Thin-walled closed section columns in compression are analysed for several models of boundary conditions utilizing the probabilistic approach and by means of a detailed FEA model. A comparison to the load-bearing capacity according to Eurocode is then made.

Dokumenty

BibTex 


@inproceedings{BUT3388,
  author="Zdeněk {Kala} and Jiří {Kala} and Břetislav {Teplý} and Miroslav {Škaloud}",
  title="A Probabilistic Approach To the Limit State of Centrally loaded Thin Walled Columns",
  annote="The problem of the interaction of local buckling and the loss of stability as a whole is studied taking into account different imperfections. Thin-walled closed section columns in compression are analysed for several models of boundary conditions utilizing the probabilistic approach and by means of a detailed FEA model. A comparison to the load-bearing capacity according to Eurocode is then made.",
  address="University of Lodz",
  booktitle="Thild-Walled Structures",
  chapter="3388",
  institution="University of Lodz",
  year="2001",
  month="june",
  pages="739",
  publisher="University of Lodz",
  type="conference paper"
}