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Preface ix
List of Abbreviations xiii
1 Asymptotic Approaches 1
1.1 Asymptotic Series and Approximations 1
1.1.1 Asymptotic Series 1
1.1.2 Asymptotic Symbols and Nomenclatures 5
1.2 Some Nonstandard Perturbation Procedures 8
1.2.1 Choice of Small Parameters 8
1.2.2 Homotopy Perturbation Method 10
1.2.3 Method of Small Delta 13
1.2.4 Method of Large Delta 17
1.2.5 Application of Distributions 19
1.3 Summation of Asymptotic Series 21
1.3.1 Analysis of Power Series 21
1.3.2 Padé Approximants and Continued Fractions 24
1.4 Some Applications of PA 29
1.4.1 Accelerating Convergence of Iterative Processes 29
1.4.2 Removing Singularities and Reducing the Gibbs-Wilbraham Effect 31
1.4.3 Localized Solutions 32
1.4.4 Hermite-Padé Approximations and Bifurcation Problem 34
1.4.5 Estimates of Effective Characteristics of Composite Materials 34
1.4.6 Continualization 35
1.4.7 Rational Interpolation 36
1.4.8 Some Other Applications 37
1.5 Matching of Limiting Asymptotic Expansions 38
1.5.1 Method of Asymptotically Equivalent Functions for Inversion of Laplace Transform 38
1.5.2 Two-Point PA 41
1.5.3 Other Methods of AEFs Construction 43
1.5.4 Example: Schrödinger Equation 45
1.5.5 Example: AEFs in the Theory of Composites 46
1.6 Dynamical Edge Effect Method 49
1.6.1 Linear Vibrations of a Rod 49
1.6.2 Nonlinear Vibrations of a Rod 51
1.6.3 Nonlinear Vibrations of a Rectangular Plate 54
1.6.4 Matching of Asymptotic and Variational Approaches 58
1.6.5 On the Normal Forms of Nonlinear Vibrations of Continuous Systems 60
1.7 Continualization 61
1.7.1 Discrete and Continuum Models in Mechanics 61
1.7.2 Chain of Elastically Coupled Masses 62
1.7.3 Classical Continuum Approximation 64
1.7.4 "Splashes" 65
1.7.5 Envelope Continualization 66
1.7.6 Improvement Continuum Approximations 68
1.7.7 Forced Oscillations 69
1.8 Averaging and Homogenization 71
1.8.1 Averaging via Multiscale Method 71
1.8.2 Frozing in Viscoelastic Problems 74
1.8.3 The WKB Method 75
1.8.4 Method of Kuzmak-Whitham (Nonlinear WKB Method) 77
1.8.5 Differential Equations with Quickly Changing Coefficients 79
1.8.6 Differential Equation with Periodically Discontinuous Coefficients 84
1.8.7 Periodically Perforated Domain 88
1.8.8 Waves in Periodically Nonhomogenous Media 92
References 95
2 Computational Methods for Plates and Beams with Mixed Boundary Conditions 105
2.1 Introduction 105
2.1.1 Computational Methods of Plates with Mixed Boundary Conditions 105
2.1.2 Method of Boundary Conditions Perturbation 107
2.2 Natural Vibrations of Beams and Plates 109
2.2.1 Natural Vibrations of a Clamped Beam 109
2.2.2 Natural Vibration of a Beam with Free Ends 114
2.2.3 Natural Vibrations of a Clamped Rectangular Plate 118
2.2.4 Natural Vibrations of the Orthotropic Plate with Free Edges Lying on an Elastic Foundation 123
2.2.5 Natural Vibrations of the Plate with Mixed Boundary Conditions "Clamping-Simple Support" 128
2.2.6 Comparison of Theoretical and Experimental Results 133
2.2.7 Natural Vibrations of a Partially Clamped Plate 135
2.2.8 Natural Vibrations of a Plate with Mixed Boundary Conditions "Simple Support-Moving Clamping" 140
2.3 Nonlinear Vibrations of Rods, Beams and Plates 144
2.3.1 Vibrations of the Rod Embedded in a Nonlinear Elastic Medium 144
2.3.2 Vibrations of the Beam Lying on a Nonlinear Elastic Foundation 153
2.3.3 Vibrations of the Membrane on a Nonlinear Elastic Foundation 155
2.3.4 Vibrations of the Plate on a Nonlinear Elastic Foundation 158
2.4 SSS of Beams and Plates 160
2.4.1 SSS of Beams with Clamped Ends 160
2.4.2 SSS of the Beam with Free Edges 163
2.4.3 SSS of Clamped Plate 166
2.4.4 SSS of a Plate with Free Edges 170
2.4.5 SSS of the Plate with Mixed Boundary Conditions "Clamping-Simple Support" 172
2.4.6 SSS of a Plate with Mixed Boundary Conditions "Free Edge-Moving Clamping" 180
2.5 Forced Vibrations of Beams and Plates 184
2.5.1 Forced Vibrations of a Clamped Beam 184
2.5.2 Forced Vibrations of Beam with Free Edges 189
2.5.3 Forced Vibrations of a Clamped Plate 190
2.5.4 Forced Vibrations of Plates with Free Edges 194
2.5.5 Forced Vibrations of Plate with Mixed Boundary Conditions "Clamping-Simple Support" 197
2.5.6 Forced Vibrations of Plate with Mixed Boundary Conditions "Free Edge - Moving Clamping" 202
2.6 Stability of Beams and Plates 207
2.6.1 Stability of a Clamped Beam 207
2.6.2 Stability of a Clamped Rectangular Plate 209
2.6.3 Stability of Rectangular Plate with Mixed Boundary Conditions "Clamping-Simple Support" 211
2.6.4 Comparison of Theoretical and Experimental Results 219
2.7 Some Related Problems 221
2.7.1 Dynamics of Nonhomogeneous Structures 221
2.7.2 Method of Ishlinskii-Leibenzon 224
2.7.3 Vibrations of a String Attached to a Spring-Mass-Dashpot System 230
2.7.4 Vibrations of a String with Nonlinear BCs 233
2.7.5 Boundary Conditions and First Order Approximation Theory 238
2.8 Links between the Adomian and Homotopy Perturbation Approaches 240
2.9 Conclusions 263
References 264
Index 269
Asymptotic analysis is a constantly growing branch of mathematics which influences the development of various pure and applied sciences. The famous mathematicians Friedrichs [109] and Segel [217] said that an asymptotic description is not only a suitable instrument for the mathematical analysis of nature but that it also has an additional deeper intrinsic meaning, and that the asymptotic approach is more than just a mathematical technique; it plays a rather fundamental role in science. And here it appears that the many existing asymptotic methods comprise a set of approaches that in some way belong rather to art than to science. Kruskal [151] even introduced the special term “asymptotology” and defined it as the art of handling problems of mathematics in extreme or limiting cases. Here it should be noted that he called for a formalization of the accumulated experience to convert the art of asymptotology into a science of asymptotology.
Asymptotic methods for solving mechanical and physical problems have been developed by many authors. We can mentioned excellent monographs by Eckhaus [96], [97], Hinch [133], Holms [134], Kevorkian and Cole [147], Lin and Segel [162], Miller [188], Nayfeh [62], [63], Olver [197], O'Malley [198], Van Dyke [244], [246], Verhulst [248], Wasov [90] and many others [15], [20], [34], [71], [72], [110], [119], [161], [169], [173]-[175], [216], [222], [223], [250], 251]. The main feature of the present book can be formulated as follows: it deals with new trends and applications of asymptotic approaches in the fields of Nonlinear Mechanics and Mechanics of Solids. It illuminates developments in the field of asymptotic mathematics from different viewpoints, reflecting the field's multidisciplinaiy nature. The choice of topics reflects the authors' own research experience and participation in applications. The authors have paid special attention to examples and discussions of results, and have tried to avoid burying the central ideas in formalism, notations, and technical details.
As has been mentioned by Dingle [92], theory of asymptotic series has just recently made remarkable progress. It was achieved through the seminal observation that application of asymptotic series is tightly linked with the choice of a summation procedure. A second natural question regarding the method of series summation emerges. It is widely known that only in rare cases does a simple summation of the series terms lead to satisfactory and reliable results. Even in the case of convergent series, many problems occur, which increase essentially in the case of a study of divergent series [64]. In order to clarify the problems mentioned so far, let us consider the general form of an asymptotic series widely used in physics and mechanics [65]:
1.1
where denotes an integer, and is a Gamma function (see [2], Chapter 6).
The quantity is often referred to as a singulant, and denotes a modifying factor. The sequence tends to a constant for and yields information on the slowly changed series part, whereas the constant is associated with the first singular point of the initially studied either integral or differential equation linked to the series (1.1).
In what follows we recall the classical definition: a power type series is the asymptotic series regarding the function , if for a fixed and essentially small , the following relation holds
where the symbol denotes the accuracy order of (see Section 1.2).
In other words we study the interval for , .
Although series (1.1) is divergent for , its first terms vanish exponentially fast for . This underscores an important property of asymptotic series, related to a gamebetween decaying terms and factorial increase of coefficients. An optimal accuracy is achieved if one takes a smallest term of the series, and then the corresponding error achieves , where is the constant, and is the small/perturbation parameter. Therefore, a truncation of the series up to its smallest term yields the exponentially small error with respect to the initial value problem. On the other hand, sometimes it is important to include the above-mentioned exponentially small terms from a computational point of view, since it leads to improvement of the real accuracy of an asymptotic solution [52], [53], [64], [65], [226], 230].
Let us consider the following Stieltjes function (see [65]):
1.2
Postulating the approximation
1.3
and putting series (1.3) into integral (1.2) we get
1.4
where
1.5
Computation of integrals in Equation (1.4) using integration by parts yields
If tends to infinity, then we get a divergent series. It is clear, since the under integral functions have a simple pole in the point , therefore series (1.3) is valid only for . The obtained results cannot be applied in the whole interval .
Let us estimate an order of divergence by splitting the function into two parts, i.e.
Since for , the following estimation is obtained: .
Therefore, the exponential decay of the error is observed for decreasing , which is a typical property of an asymptotic series.
Let us now estimate an optimal number of series terms. This corresponds to the situation in which the term in Equation (1.4) is a minimal one, which holds for . For we observe the divergence, and this yields the following estimation: , where […] denotes an integer part of the number. The optimally truncated series is called the super-asymptotic one [65], whereas the hyperasymptotic series [52], 53] refers to the series with the accuracy barrier overcome. It means that after the truncation procedure one needs novel ideas to increase accuracy of the obtained results. Problems regarding a summation of divergent series are discussed in Chapters 1.3–1.5.
One may, for instance, transform the series part
1.6
into the PA, i.e. into a rational function of the form
1.7
where constants , are chosen in a such a way that first terms of the MacLaurin series (1.7) coincide with the coefficients of series (1.6). It has been proved that a sequence of PA (1.7) is convergent into a Stieltjes integral, and the error related to estimation of decreases proportionally to .
The definition of an asymptotic series indicates a way of numerical validation of an asymptotic series [62]. Let us for instance assume that the solution is the asymptotic of the exact solution , i.e.
One may take as a numerical solution. In order to define , usually graphs of the dependence versus for different values of are constructed. The associated relations should be closed to linear ones, whereas the constant can be defined using the method of least squares. However, for large the asymptotic property of the solution is not clearly exhibited, whereas for small values it is difficult to get a reliable numerical solution. Let us study an example of the following integral
for large values of . Although the infinite series
is divergent for all values of , series parts
1.8
are asymptotically equivalent up to the order of with the error of for . In Figure 1.1 the dependence vs. , where , is reported (curves going down correspond to decreasing values of ).
Figure 1.1 Asymptotic properties of partial sums of (1.8)
It is clear that curve slopes are different. However, results reported in Table 1.1 of the least square method fully prove the high accuracy of the method applied.
Table 1.1 Slope coefficient as the function of defined via the least square method
Let us briefly recall the method devoted to finding asymptotic series, where the function values are known in a few points. Let a numerical solution be known for some values of the parameter : , , . If we know a priori that the solution is of an asymptotic-type, and its general properties are known (for instance it is known that the series corresponds only to integer values of ), then the following approximation holds
and the coefficients can be easily identified. The latter approach can be applied in the following briefly addressed case. In many cases it is difficult to obtain a solution regarding small values of , whereas it is easy to find it for of order 1. Furthermore, assume that we know a priori the solution asymptotic for , but it is difficult or unnecessary to define it analytically. In this case the earlier presented method can be applied directly.
In this section we introduce basic symbols and a nomenclature of the asymptotic analysis considering the function for . In the asymptotic approach we focus on monitoring the function behavior for . Namely, we are interested in finding another arbitrary function being simpler than the original (exact) one, which follows for with increasing accuracy. In order to compare both functions, a notion of the order of a variable quantity is introduced accompanied by the corresponding relations and symbols.
We say that the function is of order for , or equivalently
if there is a number , such that in a certain neighborhood of the point we have .
Besides, we say that is the quantity of an order less than for , or equivalently
if for an arbitrary we find a certain neighborhood of the point , where .
In the first case the ratio is bounded...
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