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dc.contributor.authorVu, Tan Van-
dc.contributor.authorDang, Nguyen Anh Thy-
dc.description.abstractThe prime aim of the present study is to present a new numerical approach and solutions for buckling analysis of the functionally graded sandwich plates (FGSP) using new refined quasi-3D sinusoidal shear deformation theory combined with the Moving Kriging-interpolation meshfree method. This theory does not require shear correction factors and transverse shear stresses vary sinusoidally across the thickness, furthermore it retains only four governing equations accounts for thickness stretching effects (e. -Í- 0). Comparison studies are performed to verify the validity of the present results from which it can be concluded that the proposed theory is accurate and efficient in predicting the buckling behaviour of FGSP. The effect of side-to-thickness ratio, aspect ratio, modulus ratio, the volume fraction exponent, and the loading conditions on the critical buckling load of FGSP is also investigated and discussed.vi_VN
dc.relation.ispartofseriesTạp chí Xây dựng Việt Nam;Số 604 .- Tr.199-204-
dc.subjectSandwich Platevi_VN
dc.subjectFunctionally graded materialvi_VN
dc.subjectMeshfree methodvi_VN
dc.subjectRefined plate theoryvi_VN
dc.subjectQuasi-3D shear deformation theoryvi_VN
dc.subjectMoving Kriging interpolationvi_VN
dc.subjectSinusoidal shear deformation theoryvi_VN
dc.titleA new refined quasi-3d sinusoidal shear deformation theory for buckling analysis of functionally graded sandwich platesvi_VN
Appears in Collections:Xây dựng Việt Nam

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