Sentence examples for using the classical plate from inspiring English sources

The formulation is derived using the classical plate theory (CPT) in conjunction with the nonlocal elasticity theory.

The equilibrium, stability, and compatibility equations of an imperfect functionally graded plate are derived using the classical plate theory.

Both the FGM and the piezoelectric layers are modelled using the classical plate theory and the core is modelled using Reddy's third-order shear deformation theory.

The convergence of the method is demonstrated and its accuracy is shown by comparing the results with those of exact solution for thin plate obtained using the classical plate theory (CPT).

The free flexural vibration of symmetric rectangular honeycomb panels having simple support boundary conditions is investigated in this paper using the classical plate theory, Mindlin's improved plate theory, and Reddy's third-order plate theory.

The analysis is done for moderately thin plates subjected to uniformly distributed, central concentrated and line loads and the deflections and stresses are obtained using the Classical Plate Theory.

By using the classical nonlinear plate theory, the incremental nonlinear dynamic governing equations of the piezoelectric elasto-plastic laminated plates with damage are obtained, and the equations are solved by finite difference method and iteration method.

The formulation is developed using the Classical Laminated Plate Theory (CLPT) and Donnell's equations, solving for the complete displacement field.

Using the classical lamination plate theory, delamination is considered in the kinematic equations through jump functions and additional degrees of freedom.

In this paper, a generalized semi-analytical approach for lateral-torsional buckling of simply supported anisotropic, thin-walled, rectangular cross-section beams under concentrated load at mid-span/mid-height was developed using the classical laminated plate theory as a basis for the constitutive equations.

In this paper, a generalized analytical approach for lateral-torsional buckling of simply supported anisotropic hybrid (steel-FRP), thin-walled, rectangular cross-section beams under pure bending condition was developed using the classical laminated plate theory as a basis for the constitutive equations.