Belyy G. I.

The paper presents an analytical solution of the stability problem of curved bar elements isolated from a steel arch of continuous section by the flexure-torsion form.
UDC: 624.072.32
DOI: 10.23968/1999-5571-2018-15-2-54-59
The article submits a theoretical substantiation of calculation of reduced cross-sections at multi-parametric loading of bar elements in designs from steel cold-formed profiles.
UDC: 624.072.2.014.2-415:624.014
DOI: 10.23968/1999-5571-2017-14-5-33-37
The article presents a theoretical substantiation for the new engineering method of calculating the stability of thin-walled cold formed steel bar elements in order to assess the overall stability acc
UDC: 624.072.2.014.2-415:624.014
DOI: 10.23968/1999-5571-2017-14-2-75-80
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