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Uncertain Input Data Problems and the Worst Scenario Method PDF

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ALL MODELS ARE WRONG, SOME ARE USEFUL. G.E. P. Box I HAD COME TO AN ENTIRELY ERRONEOUS CON- CLUSION WHICH SHOWS, MY DEAR WATSON, HOW DANGEROUS IT ALWAYS IS TO REASON FROM INSUFFICIENT DATA. Sherlock Holmes 1 Preface Modeling of real world phenomena is always accompanied by uncertainty. Uncertainty in the selection of an adequate mathematical model, uncer- tainty in the values of input data, uncertainty in the correctness of computer codes, uncertainty in the error of numerical results; to list a few instances. The accent of this book is on the uncertainty in input data and its impact on the outputs of mathematical models. In pursuing this topic, we use the worst scenario method, which searches for the most unfavorable inputs among uncertain input data in the range of available information. The word "unfavorable" indicates that a gauge is available to distinguish between favorable and unfavorable data. Functionals evaluating outputs of mathematical models are perfect examples of such gauges. A simple modification in the mathematical formulation of the worst scenario method leads to the best scenario method (optimal design) where the most favorable inputs are sought. The difference between functional values for the best and the worst scenario reflects the variety of model outputs caused by the uncertain model inputs. Critics may say that the worst scenario approach is too pessimistic be- cause it does not take into account that the inputs might not be equally 1 The Adventure of the Speckled Band by Sir Arthur Conan Doyle. vi PREFACE distributed within the limits set by the amount of uncertainty. If this hap- pens, then some input values are more frequent than others. Consequently, it may happen that the worst scenario coincides with very rare input val- ues. This rarity is not reflected by the method so that the importance of worst scenario identification could be overrated. However, the worst sce- nario method can be pronounced pessimistic only if information about a data occurence is available, but not used. Let us note that the rarity of data can be taken into account by cou- pling the worst scenario method with other approaches to uncertainty. Take fuzzy sets, for example. Among other things, this and other couplings are illustrated in Chapter I, which we consider to be an easily accessible famil- iarization with uncertainty in mathematical modeling. From a mathematical point of view, the core of the worst scenario method is presented in Chapter II. Then chapters devoted to particu- lar models follow. Let us only mention Timoshenko beams, pseudoplates, plates, and elastoplastic bodies in stability, thermal, and frictional contact problems. Generally, nonlinear problems are treated. The content of the book is outlined in more detail in the Introduction. Prague and Austin, August 2004 Ivan Hlavs Jan Chleboun Ivo Babu~ka List of Figures 1.1 Key points in modeling I .................................. 3 1.2 Key points in modeling II ................................. 4 2.1 Graph of r ]01 --, R ................................... 27 2.2 Membership function #I ................................... 28 2.3 Membership function #j of the fuzzy range of r ............ 29 2.4 Graph of 7r(y)-- Pl([y, y + 1]) ............................. 31 2.5 Graph of t3(y)= Bel([y, y + 1]) ............................ 31 2.6 Skyline graphs of histograms of input data ................. 33 2.7 Skyline graphs of histograms of output data ................ 34 2.8 Solution u(apq,.8) as a function of r and x .................. 35 2.9 Function x ................................................ 37 2.10 Interpolation need not match the original function ......... 41 2.11 Criterion-functional 1)I( is rather sensitive to uncertain r ... 42 2.12 Criterion-functional ~2 is rather insensitive to uncertain r.. 42 4.1 Domain ~, test subdomain G, and heat sources ............ 81 4.2 Thermal conductivities .................................... 82 4.3 Gradients V~ ............................................. 82 8.1 Function A ................................................ 143 8.2 Function 1A (k) plotted at discrete points ................... 144 12.1 The coordinate system ..................................... 189 12.2 Equilibrium paths for initial deflection in one halfwave ..... 193 xiii xiv LIST OF FIGURES 12.3 Dependence of the lower buckling load dk on the initial de- flection amplitude ......................................... 198 12.4 Dependence of the maximum mean reduced stress on the ini- tial deflection amplitude for k = 1.4 ..... ~ ................. 198 12.5 Dependence of the maximum mean reduced stress on the ini- tial deflection amplitude for k = 1.25 ....................... 199 12.6 Dependence of the maximum mean reduced stress on the ini- tial deflection amplitude for k- 1.1 ........................ 199 12.7 Equilibrium paths for combined initial deflections .......... 202 12.8 Decisive part of the maximum mean reduced stress ......... 204 22.1 U-notched specimen ....................................... 352 22.2 Finite element mesh ....................................... 352 22.3 First cycle at the root of the notch ......................... 353 22.4 First cycle at the root of the notch ......................... 354 24.1 Boundaries ,wo12fO sq r..-.q~lco)w,p ix 0~"~ , ~--.-Q-uppipx, ppu~'~O qs ............... 387 24.2 Boundary Dopix and contour lines of u20 - u 0x ............ 388 *'~ WOl'~ List of Tables 2.1 Maximum range scenarios induced by a-cuts ............... 29 2.2 Material properties for plate and sheet aluminum .......... 48 12.1 Values of (I)*(0.2, t0) ....................................... 204 12.2 Values of (I)*(z0, 0.13) ..................................... 204 12.3 Values of (I)*(z0, 0) ........................................ 204 12.4 Values of 4)*(0.07, to) ...................................... 204 12.5 Values of (I)*(0.14, t0) ...................................... 205 22.1 Average stress (perfectly plastic model) .................... 355 22.2 Average stress (isotropic hardening model) ................. 355 22.3 Average stress (kinematic hardening model) ................ 356 22.4 Worst scenario for maximum average stress ................ 356 24.1 Estimates for pixel approximate domains .................. 387 24.2 Estimates for non-pixel approximate domains .............. 389 XV Introduction The immense progress in computational power and the promising perspec- tive of its further evolution enable us to approach reality nearer and deeper through modeling and solving problems in technical, natural, and social sci- ences than one or two decades ago. More and more computational analysis is used in engineering predictions and decisions (Oden, 2002). Regardless of many achievements, modeling the real world is accompa- nied with fairly general sorts of uncertainty. What mathematical model is the best compromise between complexity, solvability, accuracy, safety, and computational expenses? What is the relation between an exact solution and its numerical approximation? How can we verify the trustworthiness of the respective computer code? These and other topics are briefly touched upon in the initial part of Chapter I. However, the rest of the book concentrates on particular subjects related to uncertain input data. In contrast with the classical approach, where differential equations, integral equations, or variational inequalities are equipped with uniquely given input data (i.e., we have a complete knowledge of the input data as coefficients, boundary or initial conditions, right-hand sides, etc.), we take into account uncertainty in the data of the model. A certain amount of uncertainty of this kind is more or less tacitly present in many (if not all) technical and scientific problems. In fact, the input data are usually obtained in two steps: first, experimental measure- ments are made, then the corresponding inverse (identification) problem is solved. Both these steps, however, are influenced by inaccuracy. Unavoid- able "noise" in measurements is superimposed on errors of an approximate solution of the inverse problem. A typical example can be the determination of physical parameters in models of processes in the deep Earth core. Since the range of our technical research methods is limited, we have to resort to rather indirect identification approaches in this case. More direct means XVII .. xviii INTRODUCTION can be used in the identification of properties of available materials. Another source of uncertainty is the difference between the laboratory environment, where tests of materials take place, and the harsh real world, where materials are produced and used. When designing a structure, de- signers are guided by handbooks of material coefficients. Do these tabular materials exactly represent the real materials supplied by a manufacturer? How do material properties change in time due to corrosion, for example? The answers are often disappointingly vague and weak in information. In this book, a number of particular examples of problems with uncertain data will be explored. Obviously, both the theory of problems with uncertain input data and appropriate numerical methods are considerably more complex than those of the classical approach with completely known inputs. Various methods exist to model uncertainty in input data. Let us mention only two: the stochastic (probabilistic) approach or the worst scenario method. Other possibilities as well as their combinations with the worst scenario method are discussed in Chapter I. The theory of probability has proved extraordinarily useful in modeling uncertainty; see (Ghanem and Spanos, 1991), (Holden et al., 1996), (Deb et al., 2001), (Babu~ka et al., 2004b), or (Babu~ka et al., 2004c), for in- stance. However, the information content of a probabilistic model is often quite high and so it could be difficult to obtain relevant probabilistic data. Moreover, the data are frequently generated by methods which have their own additional uncertainties. In some cases, the resolution of an analysis can be influenced by those parts of the probabilistic model that are most difficult to establish precisely (Ben-Haim and Elishakoff, 1990). Also, the interpretation of probabilistic results is not simple (Salmon, 1967, Chap- ter 5). In a sense, probabilistic models have deterministic features because the probability of input data is considered completely known. In any case, the required data are obtained by experimentation or expert opinion, for instance, so that information about the probability of inputs has to be related to problems defined and solved in the realm of statistics. A powerful synthesis of many ideas surrounding uncertainty and the in- terpretation of probability is presented in (Savage, 1972); see also (Cooke, 1991). Whereas the stochastic approach requires information about the statis- tical distribution of the data, the worst scenario method needs only bounds for the input data to define a set of admissible data. As a consequence, the xix worst scenario method is applicable to a broad variety of problems, even to those where the stochastic method has not yet been established. Also, if the probability distribution in a stochastic model is uncertain, the entire range of possible probabilistic outputs has to be determined, which is the goal of the worst scenario method. In the worst scenario approach, a criterion that evaluates a feature of the solution to a state problem is defined in such a way that an increase in the criterion value indicates a deterioration in the feature, i.e., the higher the value, the "worse" the state. The goal is to maximize the criterion value over a set of uncertain data entering the model. In other words, one searches for the worst situation that can be determined by input data within the scope of uncertain inputs. Although this approach is related to the safe side rule used in all sorts of engineering for centuries, the main idea of the worst scenario method was probably first suggested in (Bulgakov, 1940), (Bulgakov, 1946), and clearly formulated in (Ben-Haim and Elishakoff, 1990) as a convex modeling of uncertainty. In convex modeling, the authors suppose that uncertain data form a convex admissible set daU in ~l n. Other terms for the worst scenario concept include the unknown-but- dednuob uncertainty hcaorppa or the guaranteed performance .hcaorppa Also known as anti-optimization (Elishakoff, 1990), the idea of the worst scenario was incorporated into design and optimal design problems; see (Lombardi and Haftka, 1998), (Qiu and Elishakoff, 2001), and references therein. Later, the concept of information-gap uncertainty was proposed and analyzed (Ben-Haim, 1996), (Ben-Haim, 1999a), (Ben-Haim, 1999b), (Ben- Haim, 2001a), (Ben-Haim, 2001b), (Ben-Haim, 2004), (Hemez and Ben- Haim, 2004). Directed towards design evaluation and decision making, info- gap models consider a continuum of nested sets Uad(a) controlled by a posi- tive real parameter a, i.e., al <_ a2 implies Uad(al) C U~d(a2). An analogy to the cost (criterion) function is a reward function depending not only on the state solution, but also on the decision-maker's action. Then the robust- ness function is defined as the greatest value of the uncertainty parameter for which an acceptable performance (reward) is assured. Subsequently, the trade-off between immunity-to-uncertainty and demanded reward is at the center of attention. The worst scenario method represents a substantial part of the information-gap theory. Particular sorts of the worst scenario approaches have been intensively investigated in linear algebra. Uncertain matrices are within the purview of the theory of interval matrices; see (Rohn, 1994) or (Nedoma, 1998) and xx INTRODUCTION the references therein. As the structure of uncertainty in these uncertain matrices not always matches the uncertainty in the matrices arising in design problems, further research is required to fill the gaps. Interval arithmetic is another example of an approach motivated by the worst scenario approach. Concentrated on the inaccuracy of floating-point arithmetic, interval arithmetic can deliver guaranteed bounds for a numer- ical solution and it can help to control the accuracy of computation; see for instance (Alefeld and Herzberger, 1983), (Adams and Kulisch, 1993), (Hammer et al., 1995), (Kulisch, 1999). Control theory also recognizes problems that lead to a sort of worst scenario (Dullerud and Paganini, 2000). By comparison with the stochastic approach with completely known information, the worst scenario method is pessimistic because it does not consider information used in the stochastic model. Nevertheless, the method helps a designer to stay on the safe side. It emphasizes the worst, i.e., the most dangerous data, even if the probability of their occurrence may be low. It is possible, however, to couple the worst scenario approach with probability-, likelihood-, or possibility-based methods; see Chapter I. If reliable probabilistic information is unavailable and, consequently, lit- tle is known about the input data distribution, then a stochastic approach should not be proposed. In such circumstances, a non-stochastic approach should be used; see relevant sections of (Ben-Haim and Elishakoff, 1990) and (Elishakoff et al., 2001). Even if probabilistic information is available to substantiate a stochastic analysis, one may prefer a simpler non-stochastic worst scenario method. This preference occurs if the distribution of un- certain data is "close to uniform" (with large deviation) because then the worst scenario approach yields results comparable with those of a stochastic approach; see (Elishakoff et al., 1994a), (Elishakoff et al., 2001, Section 5.2), or (Elishakoff and Zingales, 2003). For a survey of probabilistic techniques with an emphasis on environmental engineering, we refer to (Cullen and Frey, 1999), where a large list of references is given. Various aspects of uncertainty modeling are treated in (Natke and Ben- Haim, 1997), (Haldar et al., 1997), and (Elishakoff, 1999), for instance. Let us illustrate the leading idea of the worst scenario method on an ex- ample of a quasilinear elliptic boundary value problem in a bounded domain ~CI~ d div(a(u) grad u) = f (0.1) with u - 0 on the boundary 012. Let the scalar function a(.) be uncertain. We will assume that a(.) belongs to a given set daU of admissible functions. JXX The above problem may represent a model of a steady heat flow if a(-) denotes a temperature dependent heat conductivity coefficient and u is the temperature. Let a unique solution u(a) of problem (0.1) exist in a function space V for any data a E Uad. The existence can be proved under relatively mild assumptions (Hlavs et al., 1994). Let the quantity that we are interested in be the mean temperature over an a priori chosen small subdomain G C (or G C 0f~). We wish to find the maximum value of the quantity of interest under the assumption a E Uad. To this end, we identify the quantity of interest with a suitable criterion, i.e., a criterion-based functional (used here as a criterion-functional) ~(v) : V ~ R is defined as the mean value of u(a) over G. Then we solve the problem a ~ = argmax ~b(u(a)). (0.2) aaUEa Problem (0.2) can have more than one solution. Each solution, i.e., each conductivity coefficient solving (0.2) consequently implies the max- imum mean temperature in G. Either a ~ or ~(u(a~ or even the pair (a ~ ~(u(a~ can be called the worst scenario. In practice, instead of a ~ itself, the value of ~(u(a~ is more important. We get ~(u(a~ through a ~ Often, we are also interested in a minimization version of problem (0.2) and in the difference between the maximum and minimum value of the quantity of interest. The worst scenario method is only one of the approaches to uncertain data. Moreover, uncertainty in input data is only one of the numerous facets of uncertainty in modeling. Although this latter, more general sub- ject deserves much attention, a detailed treatment lies outside the scope of this book. Nevertheless, Chapter I is intended as an introduction to uncer- tainty in modeling. It touches various aspects of uncertainty, and briefly presents other approaches to uncertain data and their coupling with the worst scenario method. Certain topics, namely verification and validation, are further elucidated in the Appendix at the end of the book. A general formulation of the worst scenario method is proposed in Chap- ter II, where both a general abstract scheme and an analysis of the method are presented. Also, conditions sufficient for the existence of a worst sce- nario are given. Then an approximate worst scenario problem is formulated. To this end, respective discretizations of V and daU are necessary. A conver- gence analysis with respect to discretization parameters is also presented. This general framework is further applied to particular families of problems.

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