Bolted Shear Connectors in Composite Beams Subjected to Cyclic loading
Publish place: The Third International Conference on Civil, Architecture and Urban Development Management in Iran
Publish Year: 1399
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
CAUM03_181
تاریخ نمایه سازی: 16 آبان 1399
Abstract:
An experimental study of the cyclic behaviour of steel-concrete composite connections using mechanical shear connectors subjected to a low-cycle high-amplitude loading regime is presented in this study. The ductility, strength degradation and absorbed energy which characterise the performance of a mechanical shear connector under cyclic loading conditions in steel-concrete composite connections are assessed. Nine steel-concrete composite connection specimens were designed and tested in order to investigate the cyclic behaviour of the proposed composite connections, and to elucidate the structural behaviour of the demountable bolt shear connectors between the precast concrete panels and steel beams. The size of the bolted shear connector and the strength of the bolted shear connectors are the main variables in this study. The results of the cyclic tests are reported in detail.
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Authors
Abdolreza Ataei
Assistant Professor, Department of Civil Engineering, University of Isfahan, Isfahan, Iran