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(c) What are the non-zero components of
ε
and
σ
for the plane stress
case?
(d) What are the non-zero components of
ε
and
σ
for the plane strain
case?
(e) Consider the plane stress case. Let
=
σ xx
σ yy
σ xy
ε xx
ε yy
ε xy
=
.
What is the related H matrix for this case, using
= H ?
(f)
For the plane strain case the matrix H is given by
+
110
110
000
4
20
G
3
H = K
240
003
.
Rewrite this matrix in terms of Young's modulus E and Poisson's ratio
ν . Is the resulting matrix linearly dependent on E ?
18.2 Consider the mesh given in the figure below. The mesh consists of two
linear triangular elements and a linear elasticity formulation applies to this
element configuration. The solution is given by
T
=
[ u 1 w 1 u 2 w 2 u 3 w 3 u 4 w 4 ],
where u and v denote the displacements in the x - and y -direction, respec-
tively.
(a) What is a possible top array of this element configuration assuming
equal material and type identifiers for both elements?
(b) What is the pos array for this element configuration?
4
3
(2)
y
(1)
x
1
2
(c) What is the dest array?
(d) Based on the pos array the non-zero entries of the stiffness matrix
can be identified. Visualize the non-zero entries of the stiffness
matrix.
 
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