Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting
نویسندگان
چکیده
An experimental investigation is performed on various cold-formed profiled sheets to study the connection behavior of composite deck slab actions using bolted shear connectors. Various profiles like dovetailed (or) re-entrant profiles, rectangular and trapezoidal are used in present investigation. This deals with evaluation parameters such as ultimate load carrying capacity versus deflection, slip, ductility ratio, strain energy modes failure specimens varying profiles. From test results performance slabs’ resistance significantly higher than other two slabs.
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ژورنال
عنوان ژورنال: Metals
سال: 2021
ISSN: ['2075-4701']
DOI: https://doi.org/10.3390/met11020229