Local stability of the steel tubes with concrete core-Reference-Cited by-同舟云学术

Local stability of the steel tubes with concrete core

Published:2018-12-01 Issue:1 Volume:13 Page:15-20
ISSN:1338-7278
Container-title:Selected Scientific Papers - Journal of Civil Engineering
language:en
Short-container-title:

Author:

Kanishchev Ruslan¹,Kvocak Vincent¹

Affiliation:

1. Technical University of Košice, Slovakia Civil Engineering Faculty, Institute of Structural Engineering , Košice , Slovak Republic

Abstract

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.

Publisher

Walter de Gruyter GmbH

Link

https://www.sciendo.com/pdf/10.1515/sspjce-2018-0015

Reference12 articles.

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4. [4] Kanishchev, R., Kvočák, V. (2015). Effects of Stability on the Resistance of Composite Concrete-Filled Rectangular Steel Pipes According to World Standards. In IABSE CONFERENCE NARA 2015, Elegance in Structures, 13-15 May 2015 (pp. 1-8). Japan: IABSE10.2749/222137815815775169

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