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Nonlinear stability models based on large deflection theory incorporating initial imperfections and geometric nonlinearity are implemented.
The method is based on large deflection theory combined with first order shear deformation theory.
An efficient, semi-analytical method has been established based on large deflection theory and first order shear deformation theory.
This paper presents a simple solution of the dynamic stability of functionally graded shells under periodic axial loading based on large deflection theory.
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Currently, the engineers determine the plate thickness and the stiffener spacing based on elastic large deflection plate theory in which bending and membrane actions both dictate the strength and deflection of the plate.
It illustrates the effect of the beam tube in the cavity on large deflection.
A comprehensive mechanical model based on the nonlinear large deflection beam theory for the deepwater SLWR transfer process is developed.
The current analysis and design method for industrial ducts is based on the elastic large deflection plate theory using standard tables.
The equations of motion in structural node degrees of freedom (DOF) are obtained based on von-Karman large deflection and first order shear deformation theory.
In this work, an analytical model of a 3D re-entrant honeycomb auxetic cellular structure has been established based on both a large deflection beam model and a Timoshenko beam model.
Based on Von Kármán large deflection equations of thin plates, and consider the influences of axial movement of the plate, axial tension, fluid‐structure interaction and foundation displacement, nonlinear vibration equations of an axially moving plate are established.
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