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PUKLICKÝ, L.
Original Title
The Use of Stainless Steel in Structures: Columns under Compression
Type
conference paper
Language
English
Original Abstract
The analysis of the limit states of load-bearing stainless steel structural members requires the inclusion of material non-linearity in the calculations of resistance and deformation. The analysis of slender columns under compression requires the inclusion of both material and geometric non-linearity, which increases demands on the numerical analysis and scientific computing. This paper focuses on some aspects of the numerical analysis of the compressive force of columns with initial imperfections, which may have a significant influence on the results of the analysis of the safety and usability of load-bearing structures with slender members. The increased accuracy of results of experimental research on the material characteristics of stainless steel is discussed in connection with the properties of carbon steel and the application of numerical analysis in stochastic computational models.
Keywords
steel, stainless, structures, columns, compressive strength
Authors
Released
9. 12. 2020
Publisher
IOP Publishing
Location
Praha
ISBN
1757-8981
Periodical
IOP Conference Series: Materials Science and Engineering
Year of study
960
Number
3
State
United Kingdom of Great Britain and Northern Ireland
Pages from
1
Pages to
7
Pages count
URL
https://iopscience.iop.org/article/10.1088/1757-899X/960/3/032073
Full text in the Digital Library
http://hdl.handle.net/11012/196560
BibTex
@inproceedings{BUT169731, author="Libor {Puklický}", title="The Use of Stainless Steel in Structures: Columns under Compression", booktitle="IOP Conference Series: Materials Science and Engineering", year="2020", journal="IOP Conference Series: Materials Science and Engineering", volume="960", number="3", pages="1--7", publisher="IOP Publishing", address="Praha", doi="10.1088/1757-899X/960/3/032073", issn="1757-8981", url="https://iopscience.iop.org/article/10.1088/1757-899X/960/3/032073" }