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KALA, Z.; KALA, J.
Original Title
The influence of load-carrying capacity on the length of a thin-walled steel member under torsion moment sensitivity analysis
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
The influence of a steel beam length on its load-carrying capacity in torsion will be studied. The beam will be modelled by the finite element method by means of the ANSYS programme (brick element). The load-carrying capacity will be calculated by a geometrically and physically nonlinear solution. It will be demonstrated that in short beams, the load-carrying capacity in torsion is remarkably higher than that of long beams. A short beam behaves rather like a spatial body, and the beam theory is not valid here. The value of the beam sensitivity to its imperfections will be studied.
English abstract
Keywords
Key words in English
Authors
RIV year
2011
Released
22.10.2003
Publisher
Technical University of Košice
Location
Levoča 2003, SR
ISBN
80-7099-746-X
Book
Quality and Reliability of Building Industry
Pages from
275
Pages count
6
BibTex
@inproceedings{BUT10839, author="Zdeněk {Kala} and Jiří {Kala}", title="The influence of load-carrying capacity on the length of a thin-walled steel member under torsion moment sensitivity analysis", booktitle="Quality and Reliability of Building Industry", year="2003", pages="6", publisher="Technical University of Košice", address="Levoča 2003, SR", isbn="80-7099-746-X" }