Detail publikace

Analysis of load carrying capacity of thin-walled closed beams with different slenderness

VALEŠ, J.

Originální název

Analysis of load carrying capacity of thin-walled closed beams with different slenderness

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard.

Klíčová slova

Load-carrying capacity, initial curvature, random field, limit state, thin-walled beam, steel

Autoři

VALEŠ, J.

Rok RIV

2013

Vydáno

27. 11. 2013

Místo

Vysoké Tatry, Slovensko

ISBN

978-80-553-1488-4

Kniha

2nd International Conference of Structural and Physical Aspects of Civil Engineering

Strany od

1

Strany do

6

Strany počet

6

BibTex

@inproceedings{BUT105174,
  author="Jan {Valeš}",
  title="Analysis of load carrying capacity of thin-walled closed beams with different slenderness",
  booktitle="2nd International Conference of Structural and Physical Aspects of Civil Engineering",
  year="2013",
  pages="1--6",
  address="Vysoké Tatry, Slovensko",
  isbn="978-80-553-1488-4"
}