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Simple Computational Methods in Predicting Limit Load of High-Strength Cold-Formed Sections due to Local Buckling: A Case Study Cover

Simple Computational Methods in Predicting Limit Load of High-Strength Cold-Formed Sections due to Local Buckling: A Case Study

Polish Maritime Research
Volume 25 (2018): Issue 4 (December 2018)
By: Paweł Bielski,  Leszek Samson,  Oskar Wysocki and  Jacek Czyżewicz  
Open Access
|Jan 2019

Authors

Paweł Bielski

pawbiels@pg.edu.pl

Gdansk University of Technology, Narutowicza 11/12, 80-233,, Gdansk, Poland

Leszek Samson

lessamso@pg.edu.pl

Gdansk University of Technology, Narutowicza 11/12, 80-233,, Gdansk, Poland

Oskar Wysocki

oskwys@gmail.com

Gdansk University of Technology, Narutowicza 11/12, 80-233, Gdansk, Poland

Jacek Czyżewicz

jacczyze@pg.edu.pl

Gdansk University of Technology, Narutowicza 11/12, 80-233, Gdansk, Poland
DOI: https://doi.org/10.2478/pomr-2018-0134 | Journal eISSN: 2083-7429 | Journal ISSN: 1233-2585
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Language: English
Page range: 73 - 82
Published on: Jan 18, 2019
Published by: Gdansk University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
high-strength steel structures,
cold-formed thin-walled sections,
local buckling,
stability of structures,
Eurocode 3 safety factor
Related subjects:
Engineering,
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Engineering, other,
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Atmospheric science and climatology,
Life sciences,
Life sciences, other

© 2019 Paweł Bielski, Leszek Samson, Oskar Wysocki, Jacek Czyżewicz, published by Gdansk University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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