Experimental and Finite Element Method Investigation of Axial Load Carrying Capacity of Concrete Filled Circular Steel Tube Columns According to Different Slenderness Ratios-Reference-Cited by-同舟云学术

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Experimental and Finite Element Method Investigation of Axial Load Carrying Capacity of Concrete Filled Circular Steel Tube Columns According to Different Slenderness Ratios

Published:2024-05-07 Issue:3 Volume:24 Page:619-634
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Uslu Fethullah^ORCID,Taşkın Kıvanç

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s13296-024-00842-7.pdf

Reference38 articles.

1. ACI-318. (2002). Building code requirements for reinforced concrete. ACI, Detroit (MI).

2. AISC 360-16. (2016). Specification for structural steel buildings. In AISC 360. AISC, Chicago.

3. ANSYS. (2021). ANSYS User’s Manual Revision 21.0. ANSYS Inc., Canonsburg, Pennsylvania, USA.

4. ASTME8/E8M-16. (2016). Standard Test Methods for Tension Testing of Metallic Material. ASTM International. West Conshohocken, PA 19428-2959. United States.

5. Ayough, P., Ibrahim, Z., Sulong, N. H. R., & Hsiao, P. C. (2021). The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2020.106424

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