The Analysis of Bearing Capacity of Axially Compressed Cold Formed Steel Members

Authors

  • Miroslav Bešević
    Affiliation

    Faculty of Civil Engineering Subotica, Kozaračka 2A, 24000 Subotica, University of Novi Sad, Serbia

  • Aleksandar Prokić
    Affiliation

    Faculty of Civil Engineering Subotica, Kozaračka 2A, 24000 Subotica, University of Novi Sad, Serbia

  • Aleksandar Landović
    Affiliation

    Faculty of Civil Engineering Subotica, Kozaračka 2A, 24000 Subotica, University of Novi Sad, Serbia

  • Karolj Kasaš
    Affiliation

    Faculty of Civil Engineering Subotica, Kozaračka 2A, 24000 Subotica, University of Novi Sad, Serbia

https://doi.org/10.3311/PPci.8836

Abstract

This paper presents a calculation method for axially compressed cold formed stainless, high strength and carbon steel profiles. Results of different authors in this field published in international journals depict current trends in this field. Paper also presents author’s numerical and experimental analysis of cold-formed centrally compressed elements. Numerical analysis was carried out by finite element method and program for the nonlinear static and dynamic structural analysis - PAK. The results obtained by experimental and numerical methods included boundary conditions, maximum force, buckling curve etc. Small difference observed in the values obtained by these different methods. Results werw compared to values predicted by international designing code in order to analyze if they are too conservative for cold formed steel sections.

Keywords:

axially compressed members, experimental analysis, numerical analysis, cold formed profiles, stainless high strength steel profiles

Published Online

2016-07-05

How to Cite

Bešević, M., Prokić, A., Landović, A., Kasaš, K. “The Analysis of Bearing Capacity of Axially Compressed Cold Formed Steel Members”, Periodica Polytechnica Civil Engineering, 61(1), pp. 88–97, 2017. https://doi.org/10.3311/PPci.8836

Issue

Section

Research Article