<abstract xmlns="http://www.w3.org/1999/xhtml"><p> 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.</p></abstract>

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.

Local stability of the steel tubes with concrete core

Selected Scientific Papers - Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

{"article-title":"Local stability of the steel tubes with concrete core"}

The paper deals with the experimental analysis of the local stability of short axially compressed rectangular concrete-filled steel tubes (CFSTs), in which the...

Local stability of the steel tubes with concrete core

Publié en ligne: 18 janv. 2019

Pages: 15 - 20

DOI: https://doi.org/10.1515/sspjce-2018-0015

Mots clés
stability, coefficient of critical stress, local buckling

© 2019 Ruslan Kanishchev, Vincent Kvocak, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Local stability of the steel tubes with concrete core

Publié en ligne: 18 janv. 2019

Pages: 15 - 20

DOI: https://doi.org/10.1515/sspjce-2018-0015

Mots clésstability, coefficient of critical stress, local buckling

© 2019 Ruslan Kanishchev, Vincent Kvocak, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Mots clés
stability, coefficient of critical stress, local buckling