A refined quasi-3D logarithmic shear deformation theory-based effective meshfree method for analysis of functionally graded plates resting on the elastic foundation

DOI10.1016/j.enganabound.2021.06.021OpenAlexW3181636663MaRDI QIDQ1980158

Jose L. Curiel-Sosa, H. T. Tai Nguyen, Trong-Phuoc Nguyen, Tan-Van Vu, Hieu Nguyen-Van

Publication date: 3 September 2021

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.06.021

zbMATH Keywords

functionally graded materialmeshless methodsplateselastic foundationsmoving Kriging interpolationlogarithmic shear deformation theory

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Fluid mechanics (76-XX)

Related Items

Mechanical behavior analysis of functionally graded porous plates resting on elastic foundations using a simple quasi-3D hyperbolic shear deformation theory-based effective meshfree method ⋮ A VDQ approach to nonlinear vibration analysis of functionally graded porous circular plates resting on elastic foundation under hygrothermal shock ⋮ Natural frequency analysis of imperfect GNPRN conical shell, cylindrical shell, and annular plate structures resting on Winkler-Pasternak foundations under arbitrary boundary conditions

Uses Software

• MUL2

Cites Work

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