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The shear behaviour of press-joining in cold-formed steel structures
This paper describes a relatively new joining technique for cold formed steel structures called press joining. Press joining is a technique whereby a joint is created from the sheets to be connected, requiring no additional fixing items. A series of shear test results are given. The effect of UTS, s...
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Published in: | Thin-walled structures 1996-07, Vol.25 (3), p.153-170 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that cite this one |
Online Access: | Get full text |
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Summary: | This paper describes a relatively new joining technique for cold formed steel structures called press joining. Press joining is a technique whereby a joint is created from the sheets to be connected, requiring no additional fixing items. A series of shear test results are given.
The effect of UTS, steel thickness and angle of inclination of the join on both strength and deformation characteristics of the press join are discussed.
A theoretical expression based on the results is developed linking all of the influencing factors to the shear strength of the join. |
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ISSN: | 0263-8231 1879-3223 |
DOI: | 10.1016/0263-8231(96)00004-3 |