• Shubham P. Nagpure
• Dr. S. K. Hirde

Two steel web plates and two steel flange plates make up the Double Steel Plate Composite Wall (DSPCW), which is then filled with concrete. The web plates are connected at regular intervals by steel tie bars and stiffeners. During the composite process, steel-headed stud anchors (also known as shear studs) may be added to reduce the slenderness of the steel plate and avoid local buckling. Stiffened plates divide the concrete into multiple columns, each of which is independent and resists vertical strain. This paper cites ABAQUS to do a numerical analysis of composite shear walls that include tie bars, stiffened steel plates, and infilled concrete. The purpose of this study is to explore the effects of several factors on double steel plate composite walls, including aspect ratio, tie bar spacings, and the influence of plate stiffeners (DSPCW).

Steel Plate, Concrete, Shear wall, Composite behavior, Stiffeners, Shear Stud

"BEHAVIOUR OF DOUBLE STEEL PLATE COMPOSITE WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 9, page no.c171-c178, September-2022, Available :http://www.jetir.org/papers/JETIR2209240.pdf

"BEHAVIOUR OF DOUBLE STEEL PLATE COMPOSITE WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 9, page no. ppc171-c178, September-2022, Available at : http://www.jetir.org/papers/JETIR2209240.pdf