Experimental Studies on Innovative Shear Connections Between Steel and Concrete for Steel Concrete Composite Structures
作者： Pa. Raja Shyamala , M.Saranya
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摘要: This paper shows the results of an experimental investigation carried out on a connection element steel and concrete composite structures, through double-sided push-out shear tests. The system was composed embossed plates with welding. test configuration follows EC4 recommendations. study involves tests stud diameter 16 mm, T connector produced from laminated profiles Embossed plate connector. With these it is possible to characterize different types evaluate load deformation capacity. Nine specimens were made tested under forces. mechanical durability properties beam connector, flange investigated for M30 grade as per IS10262- 2009.
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