Kaiserslautern - Fachbereich Mathematik
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- Elastoplastizität (2)
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- Multiresolution Analysis (2)
- Optionspreistheorie (2)
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- localizing basis (2)
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In this article, we present an analytic solution for Jiang's constitutive model of elastoplasticity. It is considered in its stress controlled form for proportional stress loading under the assumptions that the one-to-one coupling of the yield surface radius and the memory surface radius is switched off, that the transient hardening is neglected and that the ratchetting exponents are constant.
In the theoretical part of this thesis, the difference of the solutions of the elastic and the elastoplastic boundary value problem is analysed, both for linear kinematic and combined linear kinematic and isotropic hardening material. We consider both models in their quasistatic, rate-independent formulation with linearised geometry. The main result of the thesis is, that the differences of the physical obervables (the stresses, strains and displacements) can be expressed as composition of some linear operators and play operators with respect to the exterior forces. Explicit homotopies between both solutions are presented. The main analytical devices are Lipschitz estimates for the stop and the play operator. We present some generalisations of the standard estimates. They allow different input functions, different initial memories and different scalar products. Thereby, the underlying time involving function spaces are the Sobolov spaces of first order with arbitrary integrability exponent between one and infinity. The main results can easily be generalised for the class of continuous functions with bounded total variation. In the practical part of this work, a method to correct the elastic stress tensor over a long time interval at some chosen points of the body is presented and analysed. In contrast to widespread uniaxial corrections (Neuber or ESED), our method takes multiaxiality phenomena like cyclic hardening/softening, ratchetting and non-masing behaviour into account using Jiang's model of elastoplasticity. It can be easily adapted to other constitutive elastoplastic material laws. The theory for our correction model is developped for linear kinematic hardening material, for which error estimated are derived. Our numerical algorithm is very fast and designed for the case that the elastic stress is piecewise linear. The results for the stresses can be significantly improved with Seeger's empirical strain constraint. For the improved model, a simple predictor-correcor algorithm for smooth input loading is established.
We derive some asymptotics for a new approach to curve estimation proposed by Mr'{a}zek et al. cite{MWB06} which combines localization and regularization. This methodology has been considered as the basis of a unified framework covering various different smoothing methods in the analogous two-dimensional problem of image denoising. As a first step for understanding this approach theoretically, we restrict our discussion here to the least-squares distance where we have explicit formulas for the function estimates and where we can derive a rather complete asymptotic theory from known results for the Priestley-Chao curve estimate. In this paper, we consider only the case where the bias dominates the mean-square error. Other situations are dealt with in subsequent papers.
The present work deals with the (global and local) modeling of the windfield on the real topography of Rheinland-Pfalz. Thereby the focus is on the construction of a vectorial windfield from low, irregularly distributed data given on a topographical surface. The developed spline procedure works by means of vectorial (homogeneous, harmonic) polynomials (outer harmonics) which control the oscillation behaviour of the spline interpoland. In the process the characteristic of the spline curvature which defines the energy norm is assumed to be on a sphere inside the Earth interior and not on the Earth’s surface. The numerical advantage of this method arises from the maximum-minimum principle for harmonic functions.
In this paper we consider a CHARME Model, a class of generalized mixture of nonlinear nonparametric AR-ARCH time series. We apply the theory of Markov models to derive asymptotic stability of this model. Indeed, the goal is to provide some sets of conditions under which our model is geometric ergodic and therefore satisfies some mixing conditions. This result can be considered as the basis toward an asymptotic theory for our model.
Given an undirected connected network and a weight function finding a basis of the cut space with minimum sum of the cut weights is termed Minimum Cut Basis Problem. This problem can be solved, e.g., by the algorithm of Gomory and Hu [GH61]. If, however, fundamentality is required, i.e., the basis is induced by a spanning tree T in G, the problem becomes NP-hard. Theoretical and numerical results on that topic can be found in Bunke et al. [BHMM07] and in Bunke [Bun06]. In the following we present heuristics with complexity O(m log n) and O(mn), where n and m are the numbers of vertices and edges respectively, which obtain upper bounds on the aforementioned problem and in several cases outperform the heuristics of Schwahn [Sch05].
Zwei zentrale Probleme der modernen Finanzmathematik sind die Portfolio-Optimierung und die Optionsbewertung. Während es bei der Portfolio-Optimierung darum geht, das Vermögen optimal auf verschiedene Anlagemöglichkeiten zu verteilen, versucht die Optionsbewertung faire Preise von derivativen Finanzinstrumenten zu bestimmen. In dieser Arbeit werden Fragestellungen aus beiden dieser Themenbereiche bearbeitet. Die Arbeit beginnt mit einem Kapitel über Grundlagen, in dem zum Beispiel das Portfolio-Problem von Merton dargestellt und die Black/Scholes-Formel zur Optionsbewertung hergeleitet wird. In Kapitel 2 wird das Portfolio-Problem von Morton und Pliska betrachtet, die in das Merton-Modell fixe Transaktionskosten eingeführt haben. Dabei muß der Investor bei jeder Transaktion einen fixen Anteil vom derzeitigen Vermögen als Kosten abführen. Es wird die asymptotische Approximation dieses Modells von Atkinson und Wilmott vorgestellt und die optimale Portfoliostrategie aus den Marktparametern hergeleitet. Danach werden die tatsächlichen Transaktionskosten abgeschätzt und ein User Guide zur praktischen Anwendung dieses Transaktionskostenmodells angegeben. Zum Schluß wird das Modell numerisch analysiert, indem unter anderem die erwartete Handelszeit und die Güte der Abschätzung der tatsächlichen Transaktionskosten berechnet werden. Ein Portfolio-Problem mit internationalen Märkten wird in Kapitel 3 vorgestellt. Dem Investor steht zusätzlich zu seinem Heimatland noch ein weiteres Land für seine Vermögensanlagen zur Verfügung. Dabei werden die Preisprozesse für die ausländischen Wertpapiere mit einem stochastischen Wechselkurs in die Heimatwährung umgerechnet. In einer statischen Analyse wird unter anderem berechnet, wieviel weniger Vermögen der Investor benötigt, um das gleiche erwartete Endvermögen zu erhalten wie in dem Fall, wenn ihm keine Auslandsanlagen zur Verfügung stehen. Kapitel 4 behandelt drei verschiedene Portfolio-Probleme mit Sprung-Diffusions-Prozessen. Nach der Herleitung eines Verifikationssatzes wird das Problem bei Anlagemöglichkeit in eine Aktie und in ein Geldmarktkonto jeweils für eine konstante und eine stochastische Zinsrate untersucht. Im ersten Fall wird eine implizite Darstellung für den optimalen Portfolioprozeß und eine Bedingung angegeben, unter der diese Darstellung eindeutig lösbar ist. Außerdem wird der optimale Portfolioprozeß für verschiedene Verteilungen für die Sprunghöhe untersucht. Im Falle einer stochastischen Zinsrate kann nur ein Kandidat für den optimalen Lösungsprozeß angeben werden. Dieser hat wieder eine implizite Darstellung. Das letzte Portfolio-Problem ist eine Abwandlung des Modells aus Kapitel 3. Wird dort der Wechselkurs durch eine geometrisch Brownsche Bewegung modelliert, ist er hier ein reiner Sprungprozeß. Es wird wieder der optimale Portfolioprozeß hergeleitet, wobei ein Anteil davon unter Umständen nur numerisch lösbar ist. Eine hinreichende Bedingung für die Lösbarkeit wird angegeben. In Kapitel 5 werden verschiedene Bewertungsansätze für Optionen auf Bondindizes präsentiert. Es wird eine Methode vorgestellt, mit der die Optionen anhand von Marktpreisen bewertet werden können. Für den Fall, daß es nicht genug Marktpreise gibt, wird ein Verfahren angegeben, um den Bondindex realitätsnah zu simulieren und künstliche Marktpreise zu erzeugen. Diese Preise können dann für eine Kalibrierung verwendet werden.
In this article a new data-adaptive method for smoothing of bivariate functions is developed. The smoothing is done by kernel regression with rotational invariant bivariate kernels. Two or three local bandwidth parameters are chosen automatically by a two-step plug-in approach. The algorithm starts with small global bandwidth parameters, which adapt during a few iterations to the noisy image. In the next step local bandwidths are estimated. Some general asymptotic results about Gasser-Müller-estimators and optimal bandwidth selection are given. The derived local bandwidth estimators converge and are asymptotically normal.
In this thesis, the quasi-static Biot poroelasticity system in bounded multilayered domains in one and three dimensions is studied. In more detail, in the one-dimensional case, a finite volume discretization for the Biot system with discontinuous coefficients is derived. The discretization results in a difference scheme with harmonic averaging of the coefficients. Detailed theoretical analysis of the obtained discrete model is performed. Error estimates, which establish convergence rates for both primary as well as flux unknowns are derived. Besides, modified and more accurate discretizations, which can be applied when the interface position coincides with a grid node, are obtained. These discretizations yield second order convergence of the fluxes of the problem. Finally, the solver for the solution of the produced system of linear equations is developed and extensively tested. A number of numerical experiments, which confirm the theoretical considerations are performed. In the three-dimensional case, the finite volume discretization of the system involves construction of special interpolating polynomials in the dual volumes. These polynomials are derived so that they satisfy the same continuity conditions across the interface, as the original system of PDEs. This technique allows to obtain such a difference scheme, which provides accurate computation of the primary as well as of the flux unknowns, including the points adjacent to the interface. Numerical experiments, based on the obtained discretization, show second order convergence for auxiliary problems with known analytical solutions. A multigrid solver, which incorporates the features of the discrete model, is developed in order to solve efficiently the linear system, produced by the finite volume discretization of the three-dimensional problem. The crucial point is to derive problem-dependent restriction and prolongation operators. Such operators are a well-known remedy for the scalar PDEs with discontinuous coefficients. Here, these operators are derived for the system of PDEs, taking into account interdependence of different unknowns within the system. In the derivation, the interpolating polynomials from the finite volume discretization are employed again, linking thus the discretization and the solution processes. The developed multigrid solver is tested on several model problems. Numerical experiments show that, due to the proper problem-dependent intergrid transfer, the multigrid solver is robust with respect to the discontinuities of the coefficients of the system. In the end, the poroelasticity system with discontinuous coefficients is used to model a real problem. The Biot model, describing this problem, is treated numerically, i.e., discretized by the developed finite volume techniques and then solved by the constructed multigrid solver. Physical characteristics of the process, such as displacement of the skeleton, pressure of the fluid, components of the stress tensor, are calculated and then presented at certain cross-sections.