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Z
r r ð S w Þ dV ¼ Z
X
S ð w r r Þ dV þ Z
X
ðr r S Þ w dV
X
Z
S ð w r r Þ dV þ Z
w ðr r S Þ dV :
ð 3 : 350 Þ
X
X
In equation ( 3.350 ), employing integration by parts reduces the continuity of
the variable u, i.e. the derivatives of u are first order (cf. from ( 3.347 ) and ( 3.351 )
that the expression r r S has been reduced to S).
Substitution of ( 3.350 )in( 3.349 ) and using G AUSS 's theorem to express r r
ð w S Þ and using C AUCHY 's stress theorem to introduce the von N EUMANN boundary
condition ( 3.93 ), leads to the weak form of the boundary value problem in the
current configuration
Z
S ð w r r Þ dV Z
t w dA Z
w k dV þ Z
w v q dV ¼ 0 ð 3 : 351 Þ
X
oX
X
X
where the surface integral is integrated only over the boundary surface oX :
Whereas ( 3.347 ) requires strict fulfillment at every material point of the body,
the weaker form ( 3.351 ), needs to be satisfied for the entire body in a global sense.
In structural analysis, replacing w with the virtual displacement field du ( 3.351 )
leads to the principle of virtual work
Z
S ð du r r Þ dV Z
t du dA Z
du k dV þ Z
du v q dV ¼ 0 : ð 3 : 352 Þ
X
oX
X
X
Equation ( 3.352 ) is formulated for the whole body.
3.3.4 Approximation of the Solution
The considered continuum body domain X is discretized in a finite number of finite
elements
X X h ¼ [
n
X e
ð 3 : 353 Þ
e ¼ 1
where n is the total number of elements and X h denotes the approximated body
domain; the summation symbol is replaced to indicate the process of assembly of
the single element contributions.
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