This article describes a numerical study for the evaluation of the punching shear behavior of
non-adherent prestressed flat slabs without shear reinforcement. Nonlinear three …

Several studies investigated the precision of non-linear finite element analyses (NLFEA) to
predict the shear capacity of beams or the punching capacity of slab-column connections …

This research was executed to investigate and examine the critical impact of openings and
holes (needed for mechanical and electrical installations) on the workability and …

Numerous studies have shown that incorporating fibers in concrete can improve its
mechanical properties, including tensile strength and toughness. Due to these outstanding …

Punching shear failure represents one of the most critical and perilous challenges that slabs
may encounter under load-bearing conditions. Numerous studies have delved into the …

This study investigates the structural behavior of reinforced concrete (RC) flat slabs
supported on edge columns and the influence of eccentricity direction on their punching …

The scope of this paper is to investigate analytically and numerically the influence of shear
cap size and stiffness on the distribution of shear forces in flat slabs in a slab–column …

In conjunction with experimental studies, computational tools based on the Finite Element
Method (FEA) have made it possible to analyze the phenomenon of punching and the …

This research is executed to investigate and examine the critical impact of making openings
and holes (needed for mechanical and electrical installations) on the flat slabs' workability …

This article describes a numerical study for the evaluation of the punching shear behavior of
non-adherent prestressed flat slabs without shear reinforcement. Nonlinear three …