Concrete-filled twin-layer steel-sheet CWs system: A systematic review of the literature

Abstract

Recently, the concrete-filled twin-layer steel-sheet composite wall systems (TSCWs) have become recommended by the engineers in the modern structures, since it has high energy absorption, ductility, and capacity compared to the corresponding conventional wall systems. Therefore, this paper presents and discusses the literature of researches particularly concerning this type of composite wall system. The review includes 80 papers that investigated the performance of TSCWs. These investigations classified TSCWs into two types: twin-layer flat steel sheet composite wall systems (TFSCWs) and twin-layer profiled steel-sheet composite wall systems (TPSCWs). The classification of these two types of TSCWs was based on the form of the sheeting as well as on the type of applied load. This classification introduced comprehensive mapping tables on the study details, loading, infill material, and interaction concept. Furthermore, the findings from this literature review are discussed, and the research gaps are summarized for each TSCW type, including the impact of providing an opening on the TSCWs performance. Keywordscomposite wall; twin-layer; concrete-filled steel plate; effect of opening; review paper; state of the art.

Structural Performance of Internally Stiffened Double-Skinned Profiled Composite Walls with Openings

“…Additionally, the PSS serves as fixed formwork during construction and as a bracing system for the structure frame against axial loads during service [7][8][9][10]. The DSPCW not only serves as a load-bearing element but also acts as a retaining and shear wall, offering significant advantages in terms of structural performance and aesthetic appeal [11][12][13][14]. Despite its many benefits, the presence of openings in DSPCWs can significantly impact their axial load resistance, potentially leading to premature failure [15].…”