EXPERIMENTAL RESEARCH ON T-STUBS UNDER ELEVATED TEMPERATURES
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Bolted end plate connections are widely used in multi-storey steel frame structures. Their design is based on the component method, which evaluates the behaviour of the basic components through equivalent T-stubs, to model the tension zone that constitutes the most relevant source of deformability. The paper presents the results of an experimental research on bolted T-stubs, tested under elevated temperatures, in normal and high strain rate loading conditions. The influence of the loading rate on the resistance and ductility of the T-stubs subjected to elevated temperatures is emphasized.
2015 ◽
Vol 76
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pp. 178-188
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1985 ◽
Vol 46
(C5)
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pp. C5-511-C5-516
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2006 ◽
Vol 32
(5)
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pp. 741-758
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2019 ◽
Vol 742
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pp. 532-539
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2016 ◽
Vol 123
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pp. 454-463
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