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- W4285262786 abstract "Buckling analysis of thick isotropic plates subjected to uniaxial and biaxial in-plane forces is presented using the 5th order shear deformation theory. The 5th order shear deformation theory considers both transverse shear deformation and transverse normal strain deformation effects. The assumed displacement field accounts for non-linear variation of in-plane displacements as well as transverse displacement through the plate thickness. The condition of zero transverse shear stresses on the upper and lower surface of plate is satisfied. Hence, the present formulation does not require any shear correction factor generally associated with the first order shear deformation theory (FSDT). Numerical results for buckling analysis include the effects of side to thickness ratio and plate aspect ratio for simply supported isotropic plates. The results of present theory are compared with classical plate theory (CPT), first order shear deformation theory (FSDT), higher order shear deformation theory (HSDT) and trigonometric shear deformation theory (TSDT)." @default.
- W4285262786 created "2022-07-14" @default.
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- W4285262786 date "2022-01-01" @default.
- W4285262786 modified "2023-10-06" @default.
- W4285262786 title "Buckling Analysis of Thick Plates Using 5th Order Shear Deformation Theory" @default.
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- W4285262786 doi "https://doi.org/10.1007/978-981-19-2424-8_19" @default.
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