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Effect of Unloading and Reloading on Bearing Strength of Unconfined Cold-formed Steel Bolted Connections

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Mendeley Data2024-03-27 更新2024-06-28 收录
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https://zenodo.org/record/3937904
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This database presents the experimental investigation of cold-formed steel unconfined double-shear bolted connections where the applied load was stopped at different stages of loading (25% or 65% of the ultimate failure load under monotonic loading) followed by unloading, and finally reloading until failure. A total of 78 bolted connections of cold-formed steel subjected to loading-unloading and reloading condition with sheet thicknesses ranging from 0.55 to 3.0 mm, bolted with 10, 12 or 16 mm bolts were investigated.
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2023-06-28
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