Determination of the Bearing Capacity of Concrete-Filled Steel Tubular Structures Coupled with Dismountable Joints

Authors

  • P. Semko Poltava National Technical Yuri Kondratyuk University, Pershotravnevyj Ave. 24, Poltava, 36011, UKRAINE
  • G. Gasii Sumy National Agrarian University, 160 Herasym Kondratiev, Sumy, 40021, UKRAINE

Keywords:

Concrete-filled tubular element, bearing capacity, dismountable joint

Abstract

The analysis method of the bearing capacity of concrete-filled steel tubular structures coupled with dismountable joints is presented (in particular elements with flange joints, and longitudinal ribs joints, and steel coupling joints). With the help of the above way, the curves of the bearing capacity of the dismountable joints are plotted. The comparison was made to determine the most optimal joints from presented.

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Published

02-02-2021

Issue

Vol. 11 No. 4 (2020)

Section

Articles

License

Open access licenses

Open Access is by licensing the content with a Creative Commons (CC) license. 

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

 

How to Cite

Semko, P., & Gasii, G. (2021). Determination of the Bearing Capacity of Concrete-Filled Steel Tubular Structures Coupled with Dismountable Joints. International Journal of Sustainable Construction Engineering and Technology, 11(4), 8-17. https://penerbit.uthm.edu.my/ojs/index.php/IJSCET/article/view/8078