A Novel Approach for Bolted T-Stub Connections |
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Authors: | Merve Sa??ro?lu Mahyar Maali Mahmut K?l?ç Abdulkadir Cüneyt Ayd?n |
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Affiliation: | 1.Department of Civil Engineering, Faculty of Engineering and Architecture,Erzurum Technical University,Erzurum,Turkey;2.Department of Civil Engineering, Faculty of Engineering,Ataturk University,Erzurum,Turkey |
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Abstract: | This paper reports an investigation into new connection types and their behaviors determined using full-scale experiments. T-shaped connections were created using the IPE standard profile. The aim of this study was to analyze the influence of T connections based on the IPE standard profile, height of beam to height of T-stub joint (H) of T-stub joints, and lengths (X) of T-stub joints on the behavior of steel connections, in order to provide the necessary data for improving Eurocode 3 and enable efficient use of residue IPE standard profiles and back to the consumption cycle. While the moment resistance values increased with an increase in H from Hmin to Hmax in model groups with X of 126 mm, and the energy dissipation increased with an increase in H from Hmin to Hmax and also with an increase in the lengths (X) of T-stub joints from 54 to 126 mm. |
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