Strain-Stress State Analysis of Bolted Connection of Thin-Walled Steel Profiles in Tension and Compression

Evgenii E. Ustimenko; Sergey V. Skachkov

doi:10.4028/www.scientific.net/MSF.974.672

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HomeMaterials Science ForumMaterials Science Forum Vol. 974Strain-Stress State Analysis of Bolted Connection...

Strain-Stress State Analysis of Bolted Connection of Thin-Walled Steel Profiles in Tension and Compression

Abstract:

This work is performed within the study of framed structures with thin-walled profile elements. The results are provided for a numerical study of a three-bolt connection of a thin-walled galvanized plate with thickness of 1.5 mm and a metal-roll plate with thickness of 3 mm with the use of bolts with adjustable stress. Analytical models were created with the use of 3D elements in the Ansys software, taking into account strength properties of the materials.

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Periodical:

Materials Science Forum (Volume 974)

Pages:

672-675

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.974.672

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Online since:

December 2019

Authors:

Evgenii E. Ustimenko*, Sergey V. Skachkov

Keywords:

Bolted Connections, Finite Element Method, Frame Structures, Thin-Walled Galvanized Profiles, Thin-Walled Profile

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References

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