plate theory slides from web.pdf
TRANSCRIPT
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Plate and Shell Elements
Plate Theory · Flat plate· Lateral loading
Applications:· Shear walls· Floor panels
· Bending behavior dominates · Shelves· …
Forces an Moments Act ng on t e P ate:
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Stresses:
Relations Between Forces and Stresses
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Stresses:
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Thin Plate Theory ( Kirchhoff Plate Theory)
Assumptions (similar to those in the beam theory):A straight line along the normal to the mid surface remains straight and normal to the
deflected mid surface after loading, that is, these is no transverse shear deformation:
Displacement:
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Governing Equation:
,
Compare the 1 ‐ D equation for straight beam:
Shear forces and bending moments:
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Boundary Conditions:
where n is the normal direction of the boundary. Note that the given values in the
boundary conditions shown above can be non ‐ zero values as well.
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Examples: ,
concentrated force P at the center C.
The maximum deflections from analytical solutions are given in the
following table
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Thick Plate Theory (Mindlin Plate Theory)
e c ness o a p a e s no n , e.g.,
(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,
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New relations:
Note that if we imposed the conditions (or
assumptions) that
then we can recover the relations applied in
the thin plate theory.
Main variables:
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Plate Elements
Kirchhoff Plate Elements:
4‐Node Quadrilateral Element
DOF at each node:
On each element, the deflection w(x,y) isrepresented by
where Ni, Nxi and Nyi are shape functions.
The stiffness matrix is still of the form
where
B is
the
strain‐
displacement
matrix,
and
E the
stress
strain
matrix.
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Mindlin Plate Elements:
‐ ‐
DOF
at
each
node:
On each element:
· Three independent fields.· Deflection w(x,y) is linear for Q4, and quadratic for Q8.
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Example:
ANSYS 4‐node quadrilateral plate element.
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Shell Elements
Shells
– Thin
structures
witch
span
over
curved
surfaces.
Examples:
· Sea shell, egg shell (the wonder of the nature);· Containers, pipes, tanks;· Car bodies;
, , .
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Forces in shells:Membrane forces + Bending Moments (plates: bending only)
Exam le: A C lindrical Container.
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Shell Elements:
Similarity: bar + simple beam element => general beam element.
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EXAMPLE: SIMPLY SUPPORTED PLATES WITH AN ECCENTRIC CIRCULAR HOLE UNDER COMPRESSIVE LOADS
Rectangular plates under compressive loads: with a central circular hole ; with an
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Buckling coefficients for simply supported rectangular plates with a central circular hole.
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Buckling coefficients for simply supported rectangular plates with an eccentric circular hole
in horizontal direction.
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Buckling coefficients for simply supported rectangular plates with an eccentric circular hole
in horizontal direction.