Analysis of the numerical and experimental results of the stressed and deformed state of the closed section beam with perforated walls to withstand the free torsion with bending
Abstract: This article concerns the results of the experimental research of the close section steel beam with perforated walls under the free torsion impact with a curve. The comparison of the gotten experimental data and the results of the analytical numerical calculation with the method of the finite elements has been done.
Keywords: steel beam with perforated walls, free torsion impact with a curve, experimental, numerical research.
Pages: 67-75.
For citation: Endzhievskiy, L. V.; Yurchenko, A. A. Analysis of the numerical and experimental results of the stressed and deformed state of the closed section beam with perforated walls to withstand the free torsion with bending. – Text : electronic. – In: Metal Constructions. – 2008. – Vol. 14, N 2. – Р. 67-75. – URL: https://donnasa.ru/publish_house/journals/mk/2008-2/01_endzhievskij_yurchenko.pdf (date of access: 21.11.2024). – ISSN 1993-3517.
Vol. 14, N 2 (2008)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture