The shear resistance models of steel memberstaking into account the web buckling
Abstract: The engineering design methods of shear resistance of steel members which are used in the normative documents of UIC, Europe and North America were considered. The factor analysis of the shear resistance models was done. The general model’s parameters (the relative slenderness of web and the shear resistance models of steel members) were reduced to a common form to compare them numerically. The analysis of limits of relative slenderness of absolutely stable web of steel members was done. The features, the qualitative and quantitative differences of the shear resistance models were revealed on the received results. The conclusions of the necessity of further research into the improvement of the engineering design method of shear resistance and into developing of requirement to the limit of relative slenderness of absolutely stable web of steel members were drawn.
Keywords: shear resistance, web buckling, web post buckling work, resistance models.
Pages: 111-122.
For citation:
For citation: Martynov, Io. S.; Lagun, Yu. I.; , V. V. Nadolski The shear resistance models of steel memberstaking into account the web buckling. – Text : electronic. – In: <em>Metal Constructions</em>. – 2012. – Том 18, № 2. – Р. 111-122. – URL: https://donnasa.ru/publish_house/journals/mk/2012-2/03_martynov_lagun_nadolskij.pdf (date of access: 04.12.2024). – ISSN 1993-3517.
Том 18, № 2 (2012)
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