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A nonlinear model for a clamped-clamped boundary is developed based on the nonlinear strain-displacement relation in the framework of Hamilton's principle.
The present nonlinear strain displacement relations are expressed in the curvilinear coordinates.
The static response of the structure is computed by using the nonlinear large displacement model.
The formulation uses Kirchoff Love plate theory and Von-Karman nonlinear strain displacement relationship.
The von Kármán type nonlinear strain displacement relations have been used for modeling such coupled MEE problems.
The significance of geometric nonlinearity has been considered using the von Kármán nonlinear strain-displacement relations.
Based on first-order shear deformation beam theory incorporating von Kármán nonlinear strain displacement relations, the governing equation is nonlinear integral differential equations.
Because of the axial compressive force P and twisting moment Q, it should be ensured to use geometrically nonlinear strain-displacement relations for Є and K1 that are valid up through second degree in the perturbations.
The structural model is based on a higher-order shear deformation theory incorporating von Karman nonlinear strain displacement relations.
Stress intensity factors induced by the electrostrictive strains are evaluated using the nonlinear solution of the electric displacements.
Mahmoudi (2004) evaluated the displacement amplification factor and proposed a value to estimate the maximum lateral structural displacement, without using the nonlinear analysis.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com