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What is Behavior of Shear Connectors in Composite Column of Cold-Formed Steel With Lipped C-Channel Assembled With Ferro-Cement Jacket about?

This study investigates the enhancement of compressive capacity in composite columns made of cold-formed steel (CFS) with lipped C-channel sections and ferro-cement jackets using various shear connectors. Eight push-out tests were conducted to evaluate the behavior of different shear connectors, revealing that increased wire mesh layers and larger bolt diameters significantly improve load capacity. The results indicate that the 12 mm diameter bolts exhibited the highest shear capacity, and finite element mo

Author

xavier

Language

EN