A superconvergent meshfree collocation formulation is presented for the accurate analysis
of laminated composite plates, where the convergence characteristic is particularly …

This research derived a nonlinear computational model for the prediction of deflection
responses of the damaged layered composite structures. The model validity was verified …

This paper investigates a rotation-free moving Kriging (MK) meshfree approach for isotropic
and sandwich functionally graded material (FGM) plates based on a refined plate theory …

Finite element method (FEM) is well used for modeling plate structures. Meshfree methods,
on the other hand, applied to the analysis of plate structures lag a little behind, but their great …

In the present article, nonlinear static deflections of internally damaged shear deformable
laminated composite curved (single and doubly) shell panel are investigated numerically …

The bending responses of the delaminated composite curved (single and doubly) shallow
shell panel computed numerically and validated with subsequent experimental results. The …

Elastic distortional buckling is one of the essential buckling modes of the I-steel concrete
composite beam (ISCCB); such buckling often occurs under the gradient of negative …

The linear and nonlinear flexure analysis of laminated plates with twenty theories with the
five variable higher order shear deformation theory (HSDT) is investigated using …

As the most predominant type of failure for steel–concrete composite beams (SCCBs) in
negative moment area, distortional buckling is significantly impacted by the interaction effect …

An element‐free Galerkin method for the solution of free vibration of symmetrically laminated
folded plate structures is introduced. Employing the mature meshfree folded plate model …