Finite element modeling of double skin profiled composite shear wall system under in-plane loadings

Finite element modeling of steel-plate concrete composite wall piers

“…The model using MAT081 best recovers the experimentally measured results. In this instance, and reasonably extended to the range of faceplate slenderness considered here (21)(22)(23)(24)(25)(26)(27)(28)(29)(30)(31)(32), the use of a measured stressstrain relationship rather than a simple bilinear approximation is more important than the choice of hardening rule. Accordingly, MAT081 was used for the analyses described in the body of the paper.…”

“…Rafiei et al [31] simulated the behavior of SC shear walls constructed with corrugated steel faceplates using ABAQUS/CAE [1]. The design parameters considered in the investigation were (a) configuration of the intermediate fasteners along the height and length of the wall, (b) yield strength of the steel plate, and (c) compressive strength of the infill concrete.…”

Structural performance of profiled composite wall under in-plane cyclic loading

“…Current research addresses the above mentioned shortcomings of previous research studies [23][24][25] sheet-concrete interface connection) along the height and width of the composite wall (as shown in Fig. 1) to ensure failure due to steel yielding under shear loading.…”

Numerical Study on the In-Plane and Out-of-Plane Resistance of Brick Masonry Infill Panels in Steel Frames

“…In the inplane direction, displacement controlled analysis is defined by applying a smooth stepping mode through the analysis in the way that properly provides a quasi-static situation. This method was also previously employed by other researchers [48,49]. …”