Study on Bolted and Blind-Bolted Single Shear Connections of Cold-Formed Steel Members

Szymon SWIERCZYNA

doi:10.21307/acee-2020-023

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Study on Bolted and Blind-Bolted Single Shear Connections of Cold-Formed Steel Members

Architecture, Civil Engineering, Environment

Volume 13 (2020): Issue 3 (September 2020)

By: Szymon SWIERCZYNA

Open Access

|Oct 2020

Abstract

The paper presents the results of tests on single shear bolted connections of cold-formed steel sections with a wall thickness of 4 mm made with standard fully threaded M16 grade 8.8 bolts. The tests were performed for connections with washers and without washers. The obtained results were referred to earlier studies of analogous connections using blind fasteners Huck BOM R16. The failure mode was identified, the load capacity and stiffness were compared, and a method to determine the non-linear load-displacement characteristics of such connections was proposed. The effect of stiffness of joints on structural response of exemplary cold-formed steel frame was shown.

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Articles in this issue

DOI: https://doi.org/10.21307/acee-2020-023 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142

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Language: English

Page range: 45 - 60

Submitted on: Apr 11, 2020

Accepted on: Jul 29, 2020

Published on: Oct 31, 2020

Published by: Silesian University of Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

Bearing resistance,

Blind fasteners,

Bolted shear connections,

Cold-formed steel frames,

Semi-rigid joints, Translational stiffness

Related subjects:

Architecture and design,

Architecture,

Architects, buildings

© 2020 Szymon SWIERCZYNA, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 13 (2020): Issue 3 (September 2020)