Detail publikačního výsledku

The influence of correlation between initial axis curvature and cross-section rotation on the beam static resistance

VALEŠ, J.

Originální název

The influence of correlation between initial axis curvature and cross-section rotation on the beam static resistance

Anglický název

The influence of correlation between initial axis curvature and cross-section rotation on the beam static resistance

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The paper deals with statistical analysis of the resistance of simply supported I-beams subjected to bending. The resistance was solved by applying the geometrically nonlinear solution. The influence of lateral-beam buckling on resistance is studied. Initial geometrical imperfections originating from the first eigenmode of lateral-beam buckling and from the cross section rotation at the stability lost were ascribed to the beams. These imperfections consist of initial axial lateral buckling and rotation of cross sections along the beam axis length. The correlation between the amplitudes of these imperfections is considered to be the parameter of solutions within the interval from -1 to 1. The influence of this correlation on the change of mean values and standard deviations of random resistance of beams with nondimensional slenderness close to 1 is studied. The imperfections mentioned were considered, together with geometrical and material characteristics of cross section and material characteristics of steel, to be random quantities.

Anglický abstrakt

The paper deals with statistical analysis of the resistance of simply supported I-beams subjected to bending. The resistance was solved by applying the geometrically nonlinear solution. The influence of lateral-beam buckling on resistance is studied. Initial geometrical imperfections originating from the first eigenmode of lateral-beam buckling and from the cross section rotation at the stability lost were ascribed to the beams. These imperfections consist of initial axial lateral buckling and rotation of cross sections along the beam axis length. The correlation between the amplitudes of these imperfections is considered to be the parameter of solutions within the interval from -1 to 1. The influence of this correlation on the change of mean values and standard deviations of random resistance of beams with nondimensional slenderness close to 1 is studied. The imperfections mentioned were considered, together with geometrical and material characteristics of cross section and material characteristics of steel, to be random quantities.

Klíčová slova

correlation; initial imperfections; Isection beam; Lateral-torsional buckling; limit state; load carrying capacity; sensitivity; slenderness; stress

Klíčová slova v angličtině

correlation; initial imperfections; Isection beam; Lateral-torsional buckling; limit state; load carrying capacity; sensitivity; slenderness; stress

Autoři

VALEŠ, J.

Rok RIV

2016

Vydáno

10.03.2015

ISBN

978-0-7354-1287-3

Kniha

International Conference on Numerical Analysis and Applied Mathematics 2014, ICNAAM 2014

Strany od

1

Strany do

4

Strany počet

4

Plný text v Digitální knihovně

http://hdl.handle.net/

BibTex

@inproceedings{BUT122901,
  author="Jan {Valeš}",
  title="The influence of correlation between initial axis curvature and cross-section rotation on the beam static resistance",
  booktitle="International Conference on Numerical Analysis and Applied Mathematics 2014, ICNAAM 2014",
  year="2015",
  pages="1--4",
  doi="10.1063/1.4913121",
  isbn="978-0-7354-1287-3"
}