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Reliable Real-Time Solution of Parametrized Partial Differential Equations: Reduced-Basis Output Bound

Methods

Christophe Prud’Homme, Dimitrios Rovas, Karen Veroy, Luc Machiels, Yvon Maday, Anthony T. Patera, Gabriel Turinici

To cite this version:

Christophe Prud’Homme, Dimitrios Rovas, Karen Veroy, Luc Machiels, Yvon Maday, et al.. Reliable

Real-Time Solution of Parametrized Partial Differential Equations: Reduced-Basis Output Bound

Methods. Journal of Fluids Engineering, American Society of Mechanical Engineers, 2001, 124 (1),

pp.70-80. �10.1115/1.1448332�. �hal-00798326�

(2)

C. Prud’homme D. V. Rovas K. Veroy L. Machiels

Department of Mechanical Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139

Y. Maday

Laboratoire d’Analyse Numérique, Université Pierre et Marie Curie, Boîte courrier 187, 75252 Paris, Cedex 05, France

A. T. Patera

Department of Mechanical Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139

G. Turinici

ASCI-CNRS Orsay, and INRA Rocquencourt M3N, B.P. 105, 78153 LeChesnay Cedex France

Reliable Real-Time Solution of Parametrized Partial Differential Equations: Reduced-Basis Output Bound Methods

We present a technique for the rapid and reliable prediction of linear-functional outputs of elliptic (and parabolic) partial differential equations with affine parameter dependence. The essential components are (i) (provably) rapidly convergent global reduced-basis approximations—Galerkin projection onto a space WN spanned by solutions of the gov-erning partial differential equation at N selected points in parameter space; (ii) a poste-riori error estimation—

relaxations of the error-residual equation that provide inexpensive yet sharp and rigorous bounds for the error in the outputs of interest; and (iii) off-line/on-line computational procedures methods which decouple the generation and projection stages of the approximation process. The operation count for the on-line stage in which, given a new parameter value, we calculate the output of interest and associated error bound, depends only on N (typically very small) and the parametric complexity of the problem; the method is thus ideally suited for the repeated and rapid evaluations required in the context of parameter estimation, design, optimization, and real-time control.

1 Introduction

The optimization, control, and characterization of an engineer- ing component or system requires the prediction of certain ‘‘quan- tities of interest,’’ or performance metrics, which we shall denote outputs—for example deflections, maximum stresses, maximum temperatures, heat transfer rates, flowrates, or lift and drags. These outputs are typically expressed as functionals of field variables associated with a parametrized partial differential equation which describes the physical behavior of the component or system. The parameters, which we shall denote inputs, serve to identify a par- ticular ‘‘configuration’’of the component: these inputs may repre- sent design or decision variables, such as geometry—for example, in optimization studies; control variables, such as actuator power—for example in real-time applications; or characterization variables, such as physical properties—for example in inverse problems. We thus arrive at an implicit input-output relationship, evaluation of which demands solution of the underlying partial differential equation.

Our goal is the development of computational methods that permit rapid and reliable evaluation of this partial-differential- equation-induced input-output relationship in the limit of many queries—that is, in the design, optimization, control, and charac- terization contexts. The ‘‘many queries’’ limit has certainly re- ceived considerable attention: from ‘‘fast loads’’ or multiple right- hand side notions

e.g., Chan and Wan

1

, Farhat et al.

2

兴兲

to matrix perturbation theories

e.g., Akgun et al.

3

, Yip

4

兴兲

to continuation methods

e.g., Allgower and Georg

5

, Rheinboldt

6

兴兲

. Our particular approach is based on the reduced-basis method, first introduced in the late 1970s for nonlinear structural

analysis

Almroth et al.

7

, Noor and Peters

8

兴兲

, and subse- quently developed more broadly in the 1980s and 1990s

Balmes

9

, Barrett and Reddien

10

, Fink and Rheinboldt

11

, Peterson

12

, Porsching

13

, Rheinboldt

14

兴兲

. The reduced-basis method recognizes that the field variable is not, in fact, some arbitrary member of the infinite-dimensional solution space associated with the partial differential equation; rather, it resides, or ‘‘evolves,’’ on a much lower-dimensional manifold induced by the parametric dependence.

The reduced-basis approach as earlier articulated is local in parameter space in both practice and theory. To wit, Lagrangian or Taylor approximation spaces for the low-dimensional manifold are typically defined relative to a particular parameter point; and the associated a priori convergence theory relies on asymptotic arguments in sufficiently small neighborhoods

Fink and Rhein- boldt

11

兴兲

. As a result, the computational improvements—relative to conventional

say

finite element approximation—are often quite modest

Porsching

13

兴兲

. Our work differs from these earlier efforts in several important ways: first, we develop

in some cases, provably

global approximation spaces; second, we introduce rig- orous a posteriori error estimators; and third, we exploit off-line/

on-line computational decompositions

see Balmes

9

for an ear- lier application of this strategy within the reduced-basis context

. These three ingredients allow us, for the restricted but important class of ‘‘parameter-affine’’ problems, to reliably decouple the generation and projection stages of reduced-basis approximation, thereby effecting computational economies of several orders of magnitude.

In this expository review paper we focus on these new ingredi-

ents. In Section 2 we introduce an abstract problem formulation

and several illustrative instantiations. In Section 3 we describe, for

coercive symmetric problems and ‘‘compliant’’ outputs, the

reduced-basis approximation; and in Section 4 we present the as-

sociated a posteriori error estimation procedures. In Section 5 we

(3)

consider the extension of our approach to noncompliant outputs and nonsymmetric operators; eigenvalue problems; and, more briefly, noncoercive operators, parabolic equations, and nonaffine problems. A description of the system architecture in which these numerical objects reside may be found in Veroy et al.

15

. 2 Problem Statement

2.1 Abstract Formulation. We consider a suitably regular domain

傺Rd

, d ⫽ 1, 2, or 3, and associated function space X

H

1

(

), where H

1

(

) ⫽

v

L

2

(

),

v

(L

2

(

))

d

, and L

2

(

) is the space of square-X integrable functions over

. The inner product and norm associated with X are given by ( • , • )

X

and

X

⫽ ( • , • )

X1/2

, respectively. We also define a parameter set D

苸RP

, a particular point in which will be denoted

␮. Note that

does not depend on the parameter.

We then introduce a bilinear form a: XX ⫻D→R , and linear forms f: X R , l : X →R . We shall assume that a is continuous, a(w,v;

)

⭐␥

(

)

w

X

v

X0

w

X

v

X

, ᭙␮苸 D ; further- more, in Sections 3 and 4, we assume that a is coercive,

0 ⬍␣

0⭐␣共␮兲⫽

inf

w苸X

a

w,w;

␮兲

w

X

2

, ᭙␮

苸D

, (1)

and symmetric, a(w,v;

) ⫽ a(v,w;

); ᭙ w, v

X, ᭙␮苸D . We also require that our linear forms f and l be bounded; in Sections 3 and 4 we additionally assume a ‘‘compliant’’ output, f (v)

l (v), ᭙ v

X.

We shall also make certain assumptions on the parametric de- pendence of a, f, and l . In particular, we shall suppose that, for some finite

preferably small

integer Q, a may be expressed as

a

w, v;

␮兲⫽q⫽1 Q

q␮兲

a

q

w, v

, ᭙ w, v

X, ᭙␮苸D , (2) for some

q

: D→R and a

q

: XX →R , q1, . . . ,Q. This ‘‘sepa- rability,’’ or ‘‘affine,’’ assumption on the parameter dependence is crucial to computational efficiency; however, certain relaxations are possible—see Section 5.3.3. For simplicity of exposition, we assume that f and l do not depend on

; in actual practice, affine dependence is readily admitted.

Our abstract problem statement is then: for any

␮苸D

, find s(␮)

R given by

s

共␮兲⫽

l

u

␮兲兲

, (3)

where u(␮)

X is the solution of

a

u

␮兲

, v;

␮兲⫽

f

v

兲,

v

X. (4) In the language of the Introduction, a is our partial differential equation

in weak form

,

is our parameter, u(

) is our field variable, and s(

) is our output. For simplicity of exposition, we may on occasion suppress the explicit dependence on

.

2.2 Particular Instantiations. We indicate here a few in- stantiations of the abstract formulation; these will serve to illus- trate the methods

for coercive, symmetric problems

of Sections 3 and 4.

2.2.1 A Thermal Fin. In this example, we consider the two- and three-dimensional thermal fins shown in Fig. 1; these ex- amples may be

interactively

accessed on our web site.

1

The fins consist of a vertical central ‘‘post’’ of conductivity k ˜

0

and four horizontal ‘‘subfins’’ of conductivity k ˜

i

, i ⫽ 1, . . . ,4. The fins con- duct heat from a prescribed uniform flux source q ˜ ⬙ at the root

˜

root

through the post and large-surface-area subfins to the sur- rounding flowing air; the latter is characterized by a sink tempera- ture u ˜

0

and prescribed heat transfer coefficient h ˜ . The physical model is simple conduction: the temperature field in the fin, u ˜ , satisfies

i⫽04 冕⍀˜ i

˜ k

i

˜ u˜ •ⵜ ˜ ˜ v

冕⳵⍀˜\˜ root

˜ h

u ˜u ˜

0

v ˜

冕⌫˜ root

q

˜˜ , v

˜ v

X ˜

H

1共⍀

˜

, (5) where

˜

i

is that part of the domain with conductivity k ˜

i

, and

⳵⍀

˜ denotes the boundary of

˜ .

We now

i

nondimensionalize the weak equations

5

, and

ii

apply a continuous piecewise-affine transformation from

˜ to a fixed

共␮

-independent

reference domain

⍀ 共

Maday et al.

16

兴兲

. The abstract problem statement

4

is then recovered for

␮⫽

k

1

,k

2

,k

3

,k

4

,Bi,L,t

, D⫽

0.1,10.0

4

⫻关 0.01,1.0

兴⫻关

2.0,3.0

⫻关 0.1,0.5

, and P7; here k

1

, . . . ,k

4

are the thermal conductivi- ties of the ‘‘subfins’’

see Fig. 1

relative to the thermal conduc- tivity of the fin base; Bi is a nondimensional form of the heat transfer coefficient; and, L, t are the length and thickness of each of the ‘‘subfins’’ relative to the length of the fin root

˜

root

. It is readily verified that a is continuous, coercive, and symmetric; and that the ‘‘affine’’ assumption

2

obtains for Q ⫽ 16

two-

1FIN2D: http://augustine.mit.edu/fin2d/fin2d.pdf and FIN3D: http://

augustine.mit.edu/fin3d–1/fin3d–1.pdf

Fig. 1 Two- and three-dimensional thermal fins

(4)

dimensional case

and Q ⫽ 25

three-dimensional case

. Note that the geometric variations are reflected, via the mapping, in the

q

(

).

For our output of interest, s(

), we consider the average tem- perature of the root of the fin nondimensionalized relative to q ˜,

˜ k

0

, and the length of the fin root. This output may be expressed as s(

) ⫽ l (u(

)), where l (v) ⫽兰

root

v. It is readily shown that this output functional is bounded and also ‘‘compliant’’: l ( v)

f (v),v

X.

2.2.2 A Truss Structure. We consider a prismatic microtruss structure

Evans et al.

17

, Wicks and Hutchinson

18

兴兲

shown in Fig. 2; this example may be

interactively

accessed on our web site.

2

The truss consists of a frame

upper and lower faces, in dark gray

and a core

trusses and middle sheet, in light gray

. The structure transmits a force per unit depth F ˜ uniformly distributed over the tip of the middle sheet

˜

3

through the truss system to the fixed left wall

˜

0

. The physical model is simple plane-strain

two- dimensional

linear elasticity: the displacement field u

i

, i ⫽ 1,2, satisfies

冕⍀˜

˜ v

i

˜ x

j

˜ E

i jkl

˜ u

k

˜ x

l

⫽⫺ 冉 F ˜

c

˜3

˜ v

2

, v

X ˜ , (6)

where

˜ is the truss domain, E˜

i jkl

is the elasticity tensor, and X ˜ refers to the set of functions in H

1

(

˜ ) which vanish on

˜

0

. We assume summation over repeated indices.

We now

i

nondimensionalize the weak equations

6

, and

ii

apply a continuous piecewise-affine transformation from

˜ to a fixed

共␮

-independent

reference domain

. The abstract problem statement

4

is then recovered for

␮⫽

t

f

,t

t

,H,

, D⫽关 0.08,1.0

⫻关 0.2,2.0

兴⫻关

4.0,10.0

兴⫻关

30.0°,60.0°

, and P4. Here t

f

and t

t

are the thicknesses of the frame and trusses

normalized relative to

c

, respectively; H is the total height of the microtruss

normal- ized relative to t˜

c

; and

is the angle between the trusses and the faces. The Poisson’s ratio,

␯⫽

0.3, and the frame and core Young’s moduli, E

f

75 GPa and E

c

⫽ 200 GPa, respectively, are held fixed. It is readily verified that a is continuous, coercive, and symmetric; and that the ‘‘affine’’ assumption

2

obtains for Q

⫽ 44.

Our outputs of interest are

i

the average downward deflection

compliance

at the core tip,

3

, nondimensionalized by F ˜ /E ˜

f

; and

ii

the average normal stress across the critical

yield

section denoted

1

s

in Fig. 2. These compliance and noncompliance out- puts can be expressed as s

1

(

) ⫽ l

1

(u(

)) and s

2

(

)

l

2

(u(

)), respectively, where l

1

( v) ⫽⫺兰

3

v

2

, and

l

2

v

⫽ 1 t

f冕⍀s

⳵␹i

x

j

E

i jkl

u

k

x

l

are bounded linear functionals; here

i

is any suitably smooth function in H

1

(

s

) such that

i

i

⫽ 1 on

1

s

and

i

i

⫽ 0 on

2 s

, where nˆ is the unit normal. Note that s

1

(

) is a compliant output, whereas s

2

(

) is ‘‘noncompliant.’’

3 Reduced-Basis Approach

We recall that in this section, as well as in Section 4, we assume that a is continuous, coercive, symmetric, and affine in

—see

2

; and that l ( v)f ( v), which we denote ‘‘compliance.’’

3.1 Reduced-Basis Approximation. We first introduce a sample in parameter space, S

N

1

, . . . ,

N

, where

i苸D

, i

1, . . . , N; see Section 3.2.2 for a brief discussion of point dis- tribution. We then define our Lagrangian

Porsching

13

兴兲

reduced-basis approximation space as W

N

⫽ span

n

u(

n

),n

1, . . . ,N

, where u(

n

)

X is the solution to

4

for

␮⫽␮n

. In actual practice, u(

n

) is replaced by an appropriate finite ele- ment approximation on a suitably fine truth mesh; we shall discuss the associated computational implications in Section 3.3. Our reduced-basis approximation is then: for any

␮苸D

, find s

N

(

)

l (u

N

(

)), where u

N

(

)

W

N

is the solution of

a共 u

N␮兲,v;␮兲⫽

l

v

, ᭙ v

W

N

. (7) Non-Galerkin projections are briefly described in Section 5.3.1.

3.2 A Priori Convergence Theory.

3.2.1 Optimality. We consider here the convergence rate of u

N

(

) u(

) and s

N

(

) s(

) as N

. To begin, it is stan- dard to demonstrate optimality of u

N

(

) in the sense that

u共

␮兲⫺

u

N共␮兲储X␥共␮兲␣共␮兲

inf

wNWN

u共␮兲⫺ w

NX

. (8)

We note that, in the coercive case, stability of our

‘‘conform- ing’’

discrete approximation is not an issue; the noncoercive case is decidedly more delicate

see Section 5.3.1

.

Furthermore, for our compliance output,

s

␮兲⫽

s

N␮兲⫹

l

uu

N

s

N␮兲⫹

a

u,uu

N

;

␮兲

s

N␮兲⫹

a

uu

N

,uu

N

;

␮兲

(9) from symmetry and Galerkin orthogonality. It follows that s(

)

s

N

(

) converges as the square of the error in the best approxi- mation and, from coercivity, that s

N

(

) is a lower bound for s(

).

3.2.2 Best Approximation. It now remains to bound the de- pendence of the error in the best approximation as a function of N.

At present, the theory is restricted to the case in which P ⫽ 1, D

⫽关 0,

max

, and

a

w,v;

␮兲⫽

a

0

w, v

兲⫹

a

1

w,v

, (10) where a

0

is continuous, coercive, and symmetric, and a

1

is con- tinuous, positive semi-definite (a

1

(w,w)

0, ᭙ w

X), and sym- metric. This model problem

10

is rather broadly relevant, for

2TRUSS: http://augustine.mit.edu/simple–truss/simple–truss.pdf

Fig. 2 A truss structure

(5)

example to variable orthotropic conductivity, variable rectilinear geometry, variable piecewise-constant conductivity, and variable Robin boundary conditions.

We now suppose that the

n

, n1, . . . , N, are logarithmically distributed in the sense that

ln

共␭

¯

n

⫹ 1

兲⫽

n ⫺ 1

N ⫺ 1 ln

共␭

¯

max

⫹ 1

, n1, . . . ,N, (11) where

¯ is an upper bound for the maximum eigenvalue of a

1

relative to a

0

.

Note ¯ is perforce bounded thanks to our assump-

tion of continuity and coercivity; the possibility of a continuous spectrum does not, in practice, pose any problems.

We can then prove

Maday et al.

19

兴兲

that, for NN

crit

e ln( ¯

max

⫹ 1),

inf

wN苸WN

u

␮兲⫺

w

NX⭐共

1 ⫹␮

max

¯

u

0

兲储X

⫻ exp 再

⫺共 N

crit

N 1兲 1

, ᭙␮苸 D . (12)

We observe exponential convergence, uniformly

globally

for all

in D , with only very weak

logarithmic

dependence on the range of the parameter (

max

).

Note the constants in

12

are for the particular case in which ( • , • )

X

a

0

( • , • ).

The proof exploits a parameter-space

nonpolynomial

interpo- lant as a surrogate for the Galerkin approximation. As a result, the bound is not always ‘‘sharp:’’ we observe many cases in which the Galerkin projection is considerably better than the associated in- terpolant; optimality

8

chooses to ‘‘illuminate’’ only certain points

n

, automatically selecting a best ‘‘subapproximation’’

among all

combinatorially many

possibilities. We thus see why reduced-basis state-space approximation of s(

) via u(

) is pre- ferred to simple parameter-space interpolation of s(

)

‘‘con- necting the dots’’

via (

n

,s(

n

)) pairs. We note, however, that the logarithmic point distribution

11

implicated by our interpolant-based arguments is not simply an artifact of the proof:

in numerous numerical tests, the logarithmic distribution performs considerably

and in many cases, provably

better than other more obvious candidates, in particular for large ranges of the parameter.

Fortunately, the convergence rate is not too sensitive to point se- lection: the theory only requires a log ‘‘on the average’’ distribu- tion

Maday et al.

19

兴兲

; and, in practice,

¯ need not be a sharp upper bound.

The result

12

is certainly tied to the particular form

10

and associated regularity of u(

). However, we do observe similar exponential behavior for more general operators; and, most im- portantly, the exponential convergence rate degrades only very slowly with increasing parameter dimension, P. We present in Table 1 the error

s(

) ⫺ s

N

(

)

/s(

) as a function of N, at a particular representative point

in D , for the two-dimensional thermal fin problem of Section 2.2.1; we present similar data in Table 2 for the truss problem of Section 2.2.2. In both cases, since tensor-product grids are prohibitively profligate as P increases, the

n

are chosen ‘‘log-randomly’’ over D : we sample from a multi-

variate uniform probability density on log(

). We observe that, for both the thermal fin ( P7) and truss ( P ⫽ 4) problems, the error is remarkably small even for very small N; and that, in both cases, very rapid convergence obtains as N

. We do not yet have any theory for P ⬎ 1. But certainly the Galerkin optimality plays a central role, automatically selecting ‘‘appropriate’’ scattered-data subsets of S

N

and associated ‘‘good’’ weights so as to mitigate the curse of dimensionality as P increases; and the log-random point distribution is also important—for example, for the truss problem of Table 2, a non-logarithmic uniform random point distribution for S

N

yields errors which are larger by factors of 20 and 10 for N ⫽ 30 and 80, respectively.

3.3 Computational Procedure. The theoretical and empiri- cal results of Sections 3.1 and 3.2 suggest that N may, indeed, be chosen very small. We now develop off-line/on-line computa- tional procedures that exploit this dimension reduction.

We first express u

N

(

) as u

N␮兲⫽j⫽1

N

u

N j␮兲␨j

⫽共 u

N␮兲兲T

, (13) where u

N

(

)

苸RN

; we then choose for test functions v ⫽␨

i

, i

1, . . . , N. Inserting these representations into

7

yields the de- sired algebraic equations for u

N

(

)

苸RN

,

A

N␮兲

u

N␮兲⫽

F

N

, (14) in terms of which the output can then be evaluated as s

N

(

)

F

N

T

u

N

(

). Here A

N

(

)

苸RNN

is the SPD matrix with entries A

N i, j

(

)

a(

j

,

i

;

), 1

i, j

N, and F

N苸RN

is the ‘‘load’’

and ‘‘output’’

vector with entries F

N i

f (

i

), i1, . . . , N.

We now invoke

2

to write A

N i, j␮兲⫽

a

共␨j

,

i

;

␮兲⫽q⫽1

Q

q共␮兲

a

q共␨j

,

i

, (15) or

A

N␮兲⫽q⫽1Q q共␮兲

A

Nq

,

where the A

N

q苸RN⫻N

are given by A

N i, jq

a

q

(

j

,

i

), i

i, j

N, 1

q

Q. The off-line/on-line decomposition is now clear.

In the off-line stage, we compute the u(

n

) and form the A

N q

and F

N

: this requires N

expensive

‘‘a’’ finite element solutions and O(QN

2

) finite-element-vector inner products. In the on-line stage, for any given new

, we first form A

N

from

15

, then solve

14

for u

N

(

), and finally evaluate s

N

(

) ⫽ F

N

T

u

N

(

): this requires O(QN

2

) ⫹ O(2/3 N

3

) operations and O(QN

2

) storage.

Thus, as required, the incremental, or marginal, cost to evaluate s

N

(

) for any given new

—as proposed in a design, optimiza- tion, or inverse-problem context—is very small: first, because N is very small, typically O(10)—thanks to the good convergence properties of W

N

; and second, because

14

can be very rapidly

Table 1 Error, error boundMethod I, and effectivity as a

function ofN, at a particular representative point«D, for the two-dimensional thermal fin problemcompliant output

N 兩s(␮)⫺sN(␮)兩/s(␮) ⌬N(␮)/s(␮) ␩N(␮)

10 1.29⫻102 8.60⫻102 2.85

20 1.29⫻103 9.36⫻103 2.76

30 5.37⫻104 4.25⫻103 2.68

40 8.00⫻105 5.30⫻104 2.86

50 3.97⫻105 2.97⫻104 2.72

60 1.34⫻105 1.27⫻104 2.54

70 8.10⫻10⫺6 7.72⫻10⫺5 2.53

80 2.56⫻106 2.24⫻105 2.59

Table 2 Error, error boundMethod II, and effectivity as a function ofN, at a particular representative point«D, for the truss problemcompliant output

N 兩s(␮)⫺sN(␮)兩/s(␮) ⌬N(␮)/s(␮) ␩N(␮)

10 3.26⫻102 6.47⫻102 1.98

20 2.56⫻104 4.74⫻104 1.85

30 7.31⫻105 1.38⫻104 1.89

40 1.91⫻105 3.59⫻105 1.88

50 1.09⫻105 2.08⫻105 1.90

60 4.10⫻106 8.19⫻106 2.00

70 2.61⫻10⫺6 5.22⫻10⫺6 2.00

80 1.19⫻106 2.39⫻106 2.00

(6)

assembled and inverted—thanks to the off-line/on-line decompo- sition

see Balmes

9

for an earlier application of this strategy within the reduced-basis context

. For the problems discussed in this paper, the resulting computational savings relative to standard

well-designed

finite-element approaches are significant, at least O(10), typically O(100), and often O(1000) or more.

4 A Posteriori Error Estimation: Output Bounds From Section 3 we know that, in theory, we can obtain s

N

(

) very inexpensively: the on-line computational effort scales as O(2/3 N

3

) ⫹ O(QN

2

); and N can, in theory, be chosen quite small. However, in practice, we do not know how small N can be chosen: this will depend on the desired accuracy, the selected output

s

of interest, and the particular problem in question; in some cases N5 may suffice, while in other cases, N ⫽ 100 may still be insufficient. In the face of this uncertainty, either too many or too few basis functions will be retained: the former results in computational inefficiency; the latter in unacceptable uncertainty---particularly egregious in the decision contexts in which reduced-basis methods typically serve. We thus need a pos- teriori error estimators for s

N

. Surprisingly, a posteriori error estimation has received relatively little attention within the reduced-basis frame-work

Noor and Peters

8

兴兲

, even though reduced-basis methods are particularly in need of accuracy assess- ment: the spaces are ad hoc and pre-asymptotic, thus admitting relatively little intuition, ‘‘rules of thumb,’’ or standard approxi- mation notions.

Recall that, in this section, we continue to assume that a is coercive and symmetric, and that l is ‘‘compliant.’’

4.1 Method I. The approach described in this section is a particular instance of a general ‘‘variational’’ framework for a posteriori error estimation of outputs of interest. However, the reduced-basis instantiation described here differs significantly from earlier applications to finite element discretization error

Ma- day et al.

20

, Machiels et al.

21

兴兲

and iterative solution error

Patera and Rønquist

22

兴兲

both in the choice of

energy

relax- ation and in the associated computational artifice.

4.1.1 Formulation. We assume that we are given a positive function g(

): D→R

, and a continuous, coercive, symmetric

共␮

-independent

bilinear from aˆ:XX R , such that

0

v

X

2

g

␮兲

v,v

兲⭐

a

v,v;

␮兲

, ᭙ v

X, ᭙␮苸 D (16) for some positive real constant

0

. We then find eˆ(

)

X such that

g共

␮兲aˆ共

eˆ共␮兲, v

兲⫽

R共 v;u

N共␮兲;␮兲,

v

X, (17) where for a given w

X, R(v;w;

) ⫽ l ( v)a(w,v;

) is the weak form of the residual. Our lower and upper output estimators are then evaluated as

s

N␮兲⬅

s

N␮兲

, and s

N␮兲⬅

s

N␮兲⫹⌬N共␮兲

, (18) respectively, where

N共␮兲⬅

g

␮兲

共␮兲

,eˆ

␮兲兲

(19) is the estimator gap.

4.1.2 Properties. We shall prove in this section that s

N

(

)

s(

)

s

N

(

), and hence that

兩s(

) ⫺ s

N

(

)兩 ⫽ s(

) ⫺ s

N

(

)

⭐⌬N

(

). Our lower and upper output estimators are thus lower and upper output bounds; and our output estimator gap is thus an output bound gap—a rigorous bound for the error in the output of interest. It is also critical that

N

(

) be a relatively sharp bound for the true error: a poor

overly large

bound will encourage us to refine an approximation which is, in fact, already adequate—with a corresponding

unnecessary

increase in off-line and on-line computational effort. We shall prove in this section that

N

(

)

(

0

/

0

)(s(

) ⫺ s

N

(

)), where

0

and

0

are the

N-independent a-continuity and g(␮)aˆ-coercivity constants de- fined earlier. Our two results of this section can thus be summa- rized as

1

N共␮兲⭐

Const, ᭙ N, (20) where

N共␮兲⫽ N␮兲

s

共␮兲⫺

s

N␮兲

(21)

is the effectivity, and Const is a constant independent of N. We shall denote the left

bounding property

and right

sharpness property

inequalities of

20

as the lower effectivity and upper effectivity inequalities, respectively.

We first prove the lower effectivity inequality

bounding prop- erty

: s

N

(

)

s(

)

s

N

(

), ᭙␮苸 D , for s

N

(

) and s

N

(

) de- fined in

18

. The lower bound property follows directly from Section 3.2.1. To prove the upper bound property, we first observe that R(v;u

N

;

) ⫽ a(u(

) ⫺ u

N

(

),v;

) ⫽ a(e(

),v;

), where e(

)

u(

) ⫺ u

N

(

); we may thus rewrite

17

as g(

)aˆ(eˆ(

),v) ⫽ a(e(

),v;

), ᭙ v

X. We thus obtain

g

共␮兲

eˆ,eˆ

兲⫽

g

␮兲

e,eˆe

兲⫹

2g

共␮兲

eˆ,e

g

共␮兲

e,e

g

␮兲

e,eˆe

兲⫹共

a

e,e;

␮兲⫺

g

␮兲

e,e

兲兲

a

e,e;

␮兲

a

e,e;

␮兲

(22)

since g(

)aˆ(eˆ(

) ⫺ e(

),eˆ(

) ⫺ e(

))

0 and a(e(

),e(

);

) ⫺ g(

)aˆ(e

),e(

))

0 from

16

. Invoking

9

and

22

, we then obtain s(

) ⫺ s

N

(

) ⫽ a(e(

),e(

);

)

g(

)aˆ(eˆ(

), eˆ(

)); and thus s(

)

s

N

(

) ⫹ g(

)aˆ(eˆ(

),eˆ(

))

s

N

(

), as desired.

We next prove the upper effectivity inequality

sharpness property

:

N␮兲⫽ N共␮兲

s

␮兲⫺

s

N共␮兲 ⭐

0

0

, ᭙ N.

To begin, we appeal to a-continuity and g(

)aˆ-coercivity to obtain

a

␮兲

,eˆ

␮兲

;

␮兲⭐0

g

␮兲

0

a

ˆ

␮兲

,eˆ

␮兲兲

. (23) But from the modified error equation

17

we know that g(

)aˆ(eˆ(

),eˆ(

)) ⫽ a(e(

),eˆ(

);

). Invoking the Cauchy- Schwartz inequality, we obtain

g

␮兲

eˆ,eˆ

兲⫽

a

e,eˆ;

␮兲

⭐共

a

eˆ,eˆ;

␮兲兲1/2

a

e,e;

␮兲兲1/2

00

1/2

g

␮兲

eˆ,eˆ

兲兲1/2

a

e,e;

␮兲兲1/2

;

the desired result then directly follows from

19

and

9

. We now provide empirical evidence for

20

. In particular, we present in Table 1 the bound gap and effectivities for the thermal fin example. Clearly,

N

(␮) is always greater than unity for any N, and bounded---indeed, quite close to unity---as N →⬁ .

4.1.3. Computational Procedure. Finally, we turn to the com- putational artifice by which we can efficiently compute

N

(

) in the on-line stage of our procedure. We again exploit the affine parameter dependence, but now in a less transparent fashion. To begin, we rewrite the ‘‘modified’’ error equation,

17

, as

␮兲

,v

兲⫽

1

g

共␮兲

l

v

兲⫺q⫽1Q j⫽1N q␮兲

u

N j共␮兲

a

q共␨j

, v

,

v

X,

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