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Local stability of the steel tubes with concrete core

Ruslan Kanishchev

Ruslan Kanishchev

Technical University of Košice, Slovakia Civil Engineering Faculty, Institute of Structural Engineering ,Košice, Slovak Republic
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Kanishchev, Ruslan
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Vincent Kvocak

Vincent Kvocak

Technical University of Košice, Slovakia Civil Engineering Faculty, Institute of Structural Engineering ,Košice, Slovak Republic
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Kvocak, Vincent
  
Jan 18, 2019
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Published Online: Jan 18, 2019
Page range: 15 - 20
DOI: https://doi.org/10.1515/sspjce-2018-0015
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© 2019 Ruslan Kanishchev, Vincent Kvocak, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

The paper deals with the experimental analysis of the local stability of short axially compressed rectangular concrete-filled steel tubes (CFSTs), in which the load acted on the steel pipe. This analysis is one part of the research oriented to the local and global stability of rectangular concrete-filled steel tubes. This part presents the comparison of the coefficients of critical stress, which were obtained from experimental tests of investigated members with standard value in Eurocode 3. Some results and research findings of this analysis are published in the paper.

Language:
English
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2 times per year
Journal Subjects:
Engineering, Introductions and Overviews, Engineering, other
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