Keywords: uncertainty quantification, adaptive estimation, stochastic systems, polynomial chaos, stochastic Galerkin methods.
Many models in science and engineering involve some element of uncertainty.
If this uncertainty is modelled with probabilistic methods, one has to
consider systems with uncertain or random parameters. The main interest here
is with
random fields, which model the spatial variability of random
parameters.
A simple stationary model of groundwater flow may illustrate this [4]:
where

is the hydraulic head,

the
random conductivity,
f and
random sinks and sources, and

the spatial
domain, and

a probability space with probability measure

.
Discretisation in space is performed by the finite element method, and various
techniques exist to take account of the random nature of the governing
equation [3]. The stochastic variability may also be treated
with Galerkin methods [2,4]. The solution
is a stochastic field--in tensor
product form
. A variational formulation is [4]: Find
, such that
(with
appropriate spatial Sobolev spaces
and spaces of random functions
):
Following the "Galerkin recipe", one takes finite dimensional subspaces of

, using the
Karhunen-Loève expansion (KLE) of
the random field

and
Wiener's polynomial chaos
expansion (PCE) as a
stochastic ansatz, the discrete form of
the problem then looks like [
4]:
Here

is the (block)-vector of polynomial chaos coefficients of the
solution,

represents the sinks and sources,

are very
similar to usual stiffness matrices,

come from the KLE
of the conductivity

, and

are produced by the PCE,
where

is a
multi-index to designate the PCE functions.
Often a functional of the solution
is the main point of
interest; in this case the solution process can be used to estimate the error
of the approximated value
, where
is the
continuous representation of the discrete solution given by
, and
this estimate can be used to adaptively steer the computation
[1]. For simplicity assume that the functional
is linear, as well as its approximation
, then the error in the functional can be estimated simply by
adjoint techniques. View the linear functional as
, then
, and the dual solution
may be interpreted as a
sensitivity.
The error in the functional is
, where
is the
residuum, which gives these techniques the name of dual weighted
residual methods (DWRM). The dual solution is in practice also only
computed approximately, giving
, and the error estimate
becomes
. For the adaptive steering, we
want to know whether to include a certain basis function in the Galerkin
ansatz or not. For the stochastic part, do the following
[1,2]: When coarsening, i.e. throwing
out a basis vector, look at the inner product of the residuum
with the
projection of the sensitivity
onto that basis vector b. If
this is very small in absolute value, that basis vector is thrown out. To
check whether to include a new basis vector, just the projection of the
residual onto the basis vector is computed, if this is sufficiently large,
that basis vector is used in the computation of
. In this way a
small but efficient (low error for the functional
) basis can be
found in an adaptive manner.
- 1
- A. Keese, H.G. Matthies, "Adaptivity and sensitivity for stochastic problems." In P. Spanos, G. Deodatis (eds.), "Computational Stochastic Mechanics 4", pp. 311-316, Millpress, Rotterdam, 2003.
- 2
- A. Keese, Numerical Solution of Systems with Stochastic Uncertainties : A General Purpose Framework for Stochastic Finite Elements. Doctoral thesis, Technische Universität Braunschweig, Brunswick, 2004. URL
- 3
- H.G. Matthies, C.E. Brenner, C.G. Bucher and C. Guedes Soares, Uncertainties in Probabilistic Numerical Analysis of Structures and Solids--Stochastic Finite Elements, Structural Safety, 19, 283-336, 1997. doi:10.1016/S0167-4730(97)00013-1
- 4
- H.G. Matthies, A. Keese, Galerkin methods for linear and nonlinear elliptic stochastic partial differential equations, Comp. Meth. Appl. Mech. Engrng. 194, 1295-1331, 2005. doi:10.1016/j.cma.2004.05.027
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