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This study investigates the performance of bolted shear connectors in self-compacting concrete (SCC) integrated with cold-formed steel (CFS) sections, aiming to develop composite action in beam systems. Experimental tests on various sizes of bolted shear connectors revealed good shear resistance capacity, with significant differences in strength capacity observed primarily with M12 bolts. The research highlights the advantages of using bolted shear connectors in composite construction, particularly for appl

Author

xavier

Language

EN