Steel-Concrete-Steel Sandwich Beams' Internal Forces are Compared to Their Theoretical Analysis

Abstract

Researchers conduct experiments to determine if the ideas of full and partial contact hold up under axial or shear stresses on steel plates. stud connections, as well as frictional forces between steel plates and concrete on the supports and load sites, are all included in the partial interaction research. The partial interaction theory is used to compare the results of DSC beam experiments with theoretical expectations. The findings suggest that the theoretical approach may be used with confidence for the analysis of basic supported DSC beams of any shape.

"Sandwich beams," "double skin composite construction," and "shear connections" are among the terminology used to describe building techniques.