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VALEŠ, J.
Original Title
Effect of random axial curvature on the performance of open and closed section steel columns
Type
conference paper
Language
English
Original Abstract
The present paper deals with the analysis of load carrying capacity of a steel column under compression with a thin-walled open and closed cross-sections, the axis of which is randomly three-dimensionally curved. The initial curvature was modelled by means of random fields, applying the Latin Hypercube Sampling method. The load carrying capacity of the compression column has been calculated by geometrically nonlinear solution, applying the ANSYS program. The element BEAM 188 from the ANSYS element library was used for the solution. The load carrying capacity statistical characteristics of columns with open and closed cross-sections have been compared. The results are presented in the table.
Keywords
Load carrying capacity, stability, initial curvature, random field, limit state, thin-walled member, stress.
Authors
RIV year
2013
Released
17. 10. 2013
Publisher
AIP Publishing
Location
Rhodes, Greece
ISBN
978-0-7354-1184-5
Book
11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013
Edition number
1558
0094-243X
Periodical
AIP conference proceedings
Year of study
Number
1450
State
United States of America
Pages from
2512
Pages to
2515
Pages count
4
BibTex
@inproceedings{BUT105154, author="Jan {Valeš}", title="Effect of random axial curvature on the performance of open and closed section steel columns", booktitle="11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013", year="2013", journal="AIP conference proceedings", volume="1558", number="1450", pages="2512--2515", publisher="AIP Publishing", address="Rhodes, Greece", doi="10.1063/1.4826051", isbn="978-0-7354-1184-5", issn="0094-243X" }