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Lecture Notes: Introduction to Finite Element Method

Chapter 5. Plate and Shell Elements

Thick Plate Theory (Mindlin Plate Theory)

If the thickness t of a plate is not “thin”, e.g., t / L ≥1/10 (L = a characteristic dimension of the plate), then the thick plate theory by Mindlin should be applied. This theory accounts for the angle changes within a cross section, that is,

γ xz ≠ 0, γ yz ≠ 0.

This means that a line which is normal to the mid surface before the deformation will not be so after the deformation.

z

θy ≠ −∂∂w x

w

∂w x

∂x

New independent variables:

θx and θy : rotation angles of a line, which is normal to the

mid surface before the deformation, about x- and y-axis, respectively.

© 1997-2002 Yijun Liu, University of Cincinnati

127

Lecture Notes: Introduction to Finite Element Method

Chapter 5. Plate and Shell Elements

New relations:

u = zθy ,

 

 

v = −zθx ;

(14)

εx

= z

∂θy

,

 

 

 

 

∂x

 

 

 

 

 

 

 

 

 

 

 

εy

= −z

∂θx ,

 

 

 

 

 

 

∂y

 

 

 

 

γ xy

= z(

∂θ

y

−

∂θ

x ),

(15)

 

 

∂y

 

 

 

 

 

∂x

 

γxz = ∂∂wx +θy ,

γyz = ∂∂wy −θx .

Note that if we imposed the conditions (or assumptions)

that

γ

 

=

∂w

+θ

 

= 0,

γ

 

=

∂w

−θ

 

= 0,

xz

 

∂x

y

yz

 

∂y

x

 

 

 

 

 

 

 

 

 

 

then we can recover the relations applied in the thin plate theory.

Main variables: w(x, y),θx (x, y)andθy (x, y) .

The governing equations and boundary conditions can be established for thick plate based on the above assumptions.

© 1997-2002 Yijun Liu, University of Cincinnati

128

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