Abstract
In this paper, a new nonlinear formulation of plates, including shear and rotatory inertia and transverse normal stress effects, is developed by means of general assumptions, of which the von Karman-type formulation and some thick plate theories are special cases. To keep the formulation fairly general, the problem addressed in this paper simultaneously includes: the effects of shear deformation according to the geometric deformation similarity of the cross-section, the rotatory inertia, and the transverse normal stress. The three-dimensional compatible equations are applied to derive the basic equations. Numerical results are given for linear and non-linear analysis of plates.
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Abbreviations
- h :
-
thickness of the plate
- u, v, w :
-
displacements at any point (x, y, z) in the x-, y-, and z-direction, respectively
- u 0, v0, w0 :
-
The middle-surface displacement components in the x-, y-, and z-direction, respectively
- ϕ x, ϕy :
-
shear rotations in addition to the usual flexural rotations
- f(z) :
-
deformation distribution function of thickness
- q(x, y, t) :
-
transverse distributed loading
- π :
-
mass density
- D :
-
flexural rigidity of the plate, D=Eh 3 / 12(1 − v 2)
- E :
-
Young’s modulus
- G :
-
modulus of elasticity in shear
- V :
-
Poission’s ratio
- J :
-
inertia moment
- P(z) :
-
displacement distribution function of shear
- B(z) :
-
function of transverse normal deformation
- β x, βy :
-
angle functions of rotation at x- and y-directions
- β,β:
-
influence coefficients of shear and transverse normal stress, respectively
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This Work was supported by the Natural Science Fundation of Shanghai for Returning Scholars
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Ye, Z. A nonlinear dynamical theory of non-classical plates. J. of Shanghai Univ. 1, 28–35 (1997). https://doi.org/10.1007/s11741-997-0040-2
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DOI: https://doi.org/10.1007/s11741-997-0040-2