Publication detail
Yield strength variability over steel beam cross-section
KALA, J. KALA, Z.
Original Title
Yield strength variability over steel beam cross-section
Type
conference paper
Language
English
Original Abstract
The article deals with the influence of variability of yield strength over cross-section of a hot rolled steel member on its load-carrying capacity. The load-carrying capacity of the beam IPE300 under bending moment at its ends with the lateral buckling influence included is analysed. One-dimensional random field describes the variation of yield strength over cross-section. Also the influence of all the other imperfections was described as accurately as possible. The load-carrying capacity was determined by geometrically and materially non-linear solution of very accurate FEM model by the ANSYS programme.
Keywords
steel, yield strength, random fields, imperfections, non-linear analysis
Authors
KALA, J.; KALA, Z.
RIV year
2005
Released
1. 4. 2005
Publisher
International Center for numerical methods in Engineering
Location
Santorini, GR
ISBN
84-95999-71-4
Book
Computational Methods for Coupled Problems in Science and Engineering
Edition number
1
Pages from
207
Pages to
212
Pages count
6
BibTex
@inproceedings{BUT21015,
author="Jiří {Kala} and Zdeněk {Kala}",
title="Yield strength variability over steel beam cross-section",
booktitle="Computational Methods for Coupled Problems in Science and Engineering",
year="2005",
number="1",
pages="6",
publisher="International Center for numerical methods in Engineering",
address="Santorini, GR",
isbn="84-95999-71-4"
}