Detail publikace

Finite Element Procedures in Probabilistic Assessment of Thin-walled Steel Columns

KALA, Z. KALA, J.

Originální název

Finite Element Procedures in Probabilistic Assessment of Thin-walled Steel Columns

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The present paper describes the stochastic approach to the reliability optimization of thin-walled steel columns. The shape of imperfections of a column is taken into consideration according to local and global buckling modes. The interaction between global and local buckling modes causes a collapse of thin-walled columns. The size of imperfections which influences the decrease of load carrying capacity is random. The load carrying capacity is an output random quantity. The design load carrying capacity evaluated by statistic analysis is compared with the design load carrying capacity according to design standards. The reliability of a carrying thin-walled column is assessed, and reasons of calibration of standard procedures aimed at obtaining the optimum design reliability and economy are discussed.

Klíčová slova

Thin-walled, steel, FEM, buckling, imperfection, plate, column, structure

Autoři

KALA, Z.; KALA, J.

Rok RIV

2015

Vydáno

7. 11. 2015

Místo

Rome (Italy)

ISBN

978-1-61804-346-7

Kniha

Proc. of the 9th Int. Conf. on Continuum Mechanics (CM '15)

ISSN

2227-4359

Periodikum

Energy, Environmental and Structural Engineering

Stát

Řecká republika

Strany od

201

Strany do

206

Strany počet

6

BibTex

@inproceedings{BUT121464,
  author="Zdeněk {Kala} and Jiří {Kala}",
  title="Finite Element Procedures in Probabilistic Assessment of Thin-walled Steel Columns",
  booktitle="Proc. of the 9th Int. Conf. on Continuum Mechanics (CM '15)",
  year="2015",
  journal="Energy, Environmental and Structural Engineering",
  pages="201--206",
  address="Rome (Italy)",
  isbn="978-1-61804-346-7",
  issn="2227-4359"
}