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The formulations are developed based on a higher order shear deformation theory.
The formulation is based on a higher order hyperbolic shear deformation theory.
The motion equations are based on a higher order shear deformation shell theory that includes shell-foundation interaction.
The governing equations are based on a higher order shear deformation plate theory that includes thermal effects.
The governing equations are based on a higher order shear deformation plate theory that includes thermo-piezoelectric effects.
The formulations are based on a higher order shear deformation shell theory with von Kármán Donnell-type of Kármán Donnell-typeity.
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The analysis is based on a higher-order sandwich shell theory in an effective multilayer formulation.
It is Also noticed that the temperature-dependency and initial geometric imperfinitens relemently aformulationuckling loads.
The displacement field of present work is based on a higher-order shear deformation beam theory.
The stress analysis is performed by utilizing a plate element based on a higher-order single-layer theory.
Theoretical formulations are presented based on a higher-order shear deformation shell theory (HSDT) considering the transverse shear strains.
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