Vector Curl and Gradient, Lecture Notes - Mathematics - 13, Study notes of Mathematics

Time dependent problems and stability

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2010/2011

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Time-dependent problems Problems like the Diffusion Problem: Let

R

d

, d

or

∂u

∂t

k

u

f

in

×

[

, T

]

together with appropriate boundary conditons on

and

initial conditions at

t

are most often solved by the

method of lines

obtain weak form in space

approximate in space by finite elements

solve the resulting large system of ordinary differentialequations by some finite difference method usingtimesteps

t

Writing

u

h

(x

, t

n

∑ j

=

u

j

t

φ

j

(x) +

n

n

j

=

n

u

j

t

φ

j

(x)

∈ H

1 E

we note that

∂u

h

∂t

(x

, t

n

∑ j

=

du

j

d

t

t

φ

j

(x) +

n

n

j

=

n

du

j

d

t

t

φ

j

(x)

∈ H

1 E

For simplicity assume that

u

u

h

on

then

u

h

(x

, t

n

∑ j

=

u

j

t

φ

j

(x)

∂u

h

∂t

(x

, t

n

∑ j

=

du

j

d

t

t

φ

j

(x) =

n

j

=

u

j

t

φ

j

(x)

For the Galerkin equations

Ω

∂u

h

∂t

v

Ω

k

u

h

v

Ω

vf

The terms are the same as for the steady state(Poisson-like equation) we have considered so far in thiscourse except for the time derivative term

Ω

∂u

h

∂t

v

which using the above becomes

n

∑ j

=

u

j

t

Ω

φ

j

(x)

φ

i

(x)

when we take

v

φ

i

for each

i

,... , n

M

is also positive definite since

Ω

u

2 h

n

∑ j

=

n

∑ i

=

u

j

u

i

Ω

φ

j

φ

i

n

∑ i

=

u

i

n

∑ j

=

m

i,j

u

j

n

∑ i

=

u

i

M

u)

i

u

T

M

u

for every nonzero function in the approximation space.

The ordinary differential equation system got from Galerkinfinite element approximation in space is therefore

n

∑ j

=

u

j

t

Ω

φ

j

φ

i

n

∑ j

=

u

j

t

Ω

φ

j

φ

i

Ω

f φ

i

for

i

,... , n

. This is

n

coupled first order ordinary

differential equations.In other words, if we write

u(

t

) = (u

1

t

u

2

t

u

n

t

T

as a vector of the time dependent coefficients in the finiteelement expansion, these equations are

M

u(

t

A

u(

t

) = f

where

M

: mass matrix,

A

: stiffness matrix,

f

: load vector

M

u(

t

A

u(

t

) = f

Let

u

k

= (u

1

k

t

u

2

k

t

u

n

k

t

k

Eulers method

M

(u

k

u

k

t A

u

k

t

f

k

where

u

0

is given by the initial data.

In other words, the solution of the linear system

M

u

k

M

t A

)u

k

t

f

is required at each time step.Approximation properties are similar to the steady ellipticproblems; the main new issue here is

time-stability

: what

values of

t

allow an accurate solution to be computed.

Stability

: It is not just a question of how small

t

need to

be to give adequate accuracy, but the solution vectors

u

k

can tend to

as

k

if a choice is made which leads

to instability.If we can guarentee for example that the difference

w

k

between two sequences of solution vectors

u

k

and

v

k

say

satisfies

(w

k

T

M

(w

k

(w

k

T

M

(w

k

or

(w

k

T

T

(w

k

(w

k

T

T

(w

k

for any other positive definite matrix

T

(including the identity

matrix) then we will have a stable solution.

FEM – p.11/