02 Fakultät Bau- und Umweltingenieurwissenschaften

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    Phase-field modeling of microstructure and fracture evolution in magneto-electro-mechanics
    (Stuttgart : Institute of Applied Mechanics, 2020) Sridhar, Ashish; Keip, Marc-André (Prof. Dr.-Ing.)
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    On the computational modeling of micromechanical phenomena in solid materials
    (2013) Linder, Christian; Miehe, Christian (Prof. Dr.-Ing. habil.)
    This work aims to contribute to the research on the constitutive modeling of solid materials, by investigating three particular micromechanical phenomena on three different length scales. The first microscopic phenomenon to be considered on the macroscopic scale is the process of failure in solid materials. Its characteristic non-smoothness in the displacement field results in the need for sophisticated numerical techniques in case one aims to capture those failure zones in a discrete way. One of the few finite element based methods successfully applied to such challenging problems is the so called strong discontinuity approach, for which failure can be described within the individual finite elements. To avoid stress locking, a higher order approximation of the resulting strong discontinuities is developed in the first part of this work for both, purely mechanical as well as electromechanical coupled materials. A sophisticated crack propagation concept relying on a combination of the widely used global tracking algorithm and the computer graphics based marching cubes algorithm is employed to obtain realistic crack paths in three dimensional simulations. Secondly, materials with an inherent network microstructures such as elastomers, hydrogels, non-woven fabrics or biological tissues are considered. The development of advanced homogenization principles accounting for such microstructures is the main focus in the second part of this work to better understand the mechanical and time-dependent effects displayed by such soft materials. Finally, the incorporation of wave functions into finite element based electronic structure calculations at the microscopic scale aims to account for the fact that the properties of condensed matter as for example electric conductivity, magnetism as well as the mechanical response upon external excitations are determined by the electronic structure of a material.
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    Variational homogenization in electro-mechanics : from micro-electro-elasticity to electroactive polymers
    (2014) Zäh, Dominic; Miehe, Christian (Prof. Dr.-Ing.)
    In recent years an increasing interest in functional or smart materials such as ferroelectric polymers and ceramics has been shown. Regarding the technical implementation of smart systems a broad variety of physically-based phenomena and materials are available, where some of the most important coupling effects are the shape memory effect, magnetostriction, electrostriction, and piezoelectricity. Typical fields of application are adaptive or controlled systems such as actuators and sensors, micro-electro-mechanical systems (MEMS), fuel injectors for common rail diesel engines, ferroelectric random access memories, and artificial muscles used in robotics. A highly interesting class of these materials are piezoceramics, coming up with short response times, high precision positioning, relatively low power requirements, and high generative forces, providing an excellent opportunity for mass production. Typical examples of such materials are barium titanate and lead zirconate titanate crystals and polycrystals, which exhibit linear and nonlinear coupling phenomena as well as hysteresis under high cyclic loading. At the microscale level, these materials are composed of several homogeneously polarized regions, called ferroelectric domains, whose evolution in time is driven by external electric fields and stresses applied to a sample of the material. Ferroelectric domains are regions of parallel and hence aligned polarization. Electric poling can be achieved by the application of a sufficiently strong electric field, inducing the reorientation and alignment of spontaneous polarization. As a consequence, piezoceramics exhibit a macroscopic remanent polarization. On the other hand, there are electroactive polymers (EAPs) responding by a (possibly large) deformation to an applied electrical stimulus, an effect discovered by the physicist Wilhem Röntgen in 1880 in an experiment on a rubber strip subjected to an electric field. They are divided into two main groups: electronic and ionic materials. The description of these effects through models of continuum physics is a subject of extensive research. Physically predictive material modeling can be performed on different length- and time scales. The classical setting of continuum mechanics develops phenomenological material models "smeared" over some continuously distributed material, where the material parameters are determined from experimental data. Nowadays developed multiscale techniques focus predominantly on the efficient bridging of neighboring length- and time scales, e.g. the incorporation of the microscopic polarization in order to predict macroscopic hysteresis phenomena. With a continuous increase in computational power and the development of efficient numerical solvers, real multiscale simulations seem to be a reachable goal. Computational homogenization schemes determine, in contrast to initially developed Voigt and Reuss bounds, the effective properties numerically. No constitutive model is explicitly assumed at the macroscale, and the material response at each point is determined by performing a separate numerical analysis at the micro-level. The macroscopic material behavior in this two-scale scenario is then determined by separate FE computations at the microscale. Main ingredients of such a framework are, on the one hand, the solution of a microscopic material model describing mechanical behavior at the representative volume element and, on the other hand, a homogenization rule determining the macroscopic stress tensor by its microscopic counterpart. Goal of these computational homogenization techniques is the modeling of the overall response based on well-defined microstructural information. Concerning the scale transition for functional materials, it is necessary to extend the homogenization principles to coupled problems, incorporating besides the mechanical displacement further primary variables such as the electric potential and the electric polarization. The key aspect of every homogenization scheme is the determination of macroscopic quantities in terms of their microscopic counterpart, driven by appropriate constraints or boundary conditions on the representative volume element. The micro-to-macro transition can be described in a canonical manner by variational principles of homogenization, determining macroscopic potentials in terms of their microscopic counterparts.
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    Multiscale modeling and stability analysis of soft active materials : from electro- and magneto-active elastomers to polymeric hydrogels
    (Stuttgart : Institute of Applied Mechanics, 2023) Polukhov, Elten; Keip, Marc-André (Prof. Dr.-Ing.)
    This work is dedicated to modeling and stability analysis of stimuli-responsive, soft active materials within a multiscale variational framework. In particular, composite electro- and magneto-active polymers and polymeric hydrogels are under consideration. When electro- and magneto-active polymers (EAP and MAP) are fabricated in the form of composites, they comprise at least two phases: a polymeric matrix and embedded electric or magnetic particles. As a result, the obtained composite is soft, highly stretchable, and fracture resistant like polymer and undergoes stimuli-induced deformation due to the interaction of particles. By designing the microstructure of EAP or MAP composites, a compressive or a tensile deformation can be induced under electric or magnetic fields, and also coupling response of the composite can be enhanced. Hence, these materials have found applications as sensors, actuators, energy harvesters, absorbers, and soft, programmable, smart devices in various areas of engineering. Similarly, polymeric hydrogels are also stimuli-responsive materials. They undergo large volumetric deformations due to the diffusion of a solvent into the polymer network of hydrogels. In this case, the obtained material shows the characteristic behavior of polymer and solvent. Therefore, these materials can also be considered in the form of composites to enhance the response further. Since hydrogels are biocompatible materials, they have found applications as contact lenses, wound dressings, drug encapsulators and carriers in bio-medicine, among other similar applications of electro- and magneto-active polymers. All above mentioned favorable features of these materials, as well as their application possibilities, make it necessary to develop mathematical models and numerical tools to simulate the response of them in order to design pertinent microstructures for particular applications as well as understand the observed complex patterns such as wrinkling, creasing, snapping, localization or pattern transformations, among others. These instabilities are often considered as failure points of materials. However, many recent works take advantage of instabilities for smart applications. Investigation of these instabilities and prediction of their onset and mode are some of the main goals of this work. In this sense, the thesis is organized into three main parts. The first part is devoted to the state of the art in the development, fabrication, and modeling of soft active materials as well as the continuum mechanical description of the magneto-electro-elasticity. The second part is dedicated to multiscale instabilities in electro- and magneto-active polymer composites within a minimization-type variational homogenization setting. This means that the highly heterogeneous problem is not resolved on one scale due to computational inefficiency but is replaced by an equivalent homogeneous problem. The effective response of the macroscopic homogeneous problem is determined by solving a microscopic representative volume element which includes all the geometrical and material non-linearities. To bridge these two scales, the Hill-Mandel macro-homogeneity condition is utilized. Within this framework, we investigate both macroscopic and microscopic instabilities. The former are important not only from a physical point of view but also from a computational point of view since the macroscopic stability (strong ellipticity) is necessary for the existence of minimizers at the macroscopic scale. Similarly, the investigation of the latter instabilities are also important to determine the pattern transformations at the microscale due to external action. Thereby the critical domain of homogenization is also determined for computation of accurate effective results. Both investigations are carried out for various composite microstructures and it is found that they play a crucial role in the response of the materials. Therefore, they must be considered for designing EAP and MAP composites as well as for providing reliable computations. The third part of the thesis is dedicated to polymeric hydrogels. Here, we develop a minimization-based homogenization framework to determine the response of transient periodic hydrogel systems. We demonstrate the prevailing size effect as a result of a transient microscopic problem, which has been investigated for various microstructures. Exploiting the elements of the proposed framework, we explore the material and structural instabilities in single and two-phase hydrogel systems. Here, we have observed complex experimentally observed and novel 2D pattern transformations such as diamond-plate patterns coupled with and without wrinkling of internal surfaces for perforated microstructures and 3D pattern transformations in thin reinforced hydrogel composites. The results indicate that the obtained patterns can be controlled by tuning the material and geometrical parameters of the composite.
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    Multiscale modelling of hydro-mechanical coupling in porous media
    (Stuttgart : Institute of Applied Mechanics, 2021) Osorno Tejada, Maria Camila; Steeb, Holger (Prof. Dr.-Ing.)
    Hydro-mechanical processes in porous media are phenomena that occurs at different length and time scales. This thesis presents a multiscale approach to model these phenomena with continuum approaches. On the pore scale, effective transport properties, e.g. the intrinsic permeability or the tortuosity, are numerically calculated. Further, on a Darcy or reservoir scale, the results of the Direct Numerical Simulations on the pore scale are applied to hydro-mechanically coupled (consolidation) problems and fluid-filled fractures.
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    Numerical investigations on non-rectangular anchor groups under shear loads applied perpendicular or parallel to an edge
    (2021) Bokor, Boglárka; Sharma, Akanshu
    Anchorages of non-rectangular configuration, though not covered by current design codes, are often used in practice due to functional or architectural needs. Frequently, such anchor groups are placed close to a concrete edge and are subjected to shear loads. The design of such anchorages requires engineering judgement and no clear rules are given in the codes and standards. In this work, numerical investigations using a nonlinear 3D FE analysis code are carried out on anchor groups with triangular and hexagonal anchor patterns to understand their behavior under shear loads. A microplane model with relaxed kinematic constraint is utilized as the constitutive law for concrete. Two different orientations are considered for both triangular and hexagonal anchor groups while no hole clearance is considered in the analysis. Two loading scenarios are investigated: (i) shear loading applied perpendicular and towards the edge; and (ii) shear loading applied parallel to the edge. The results of the analyses are evaluated in terms of the load-displacement behavior and failure modes. A comparison is made between the results of the numerical simulations and the analytical calculations according to the current approaches. It is found that, similar to the rectangular anchorages, and also for such non-rectangular anchorages without hole clearance, it may be reasonable to calculate the concrete edge breakout capacity by assuming a failure crack from the back anchor row. Furthermore, the failure load of the investigated groups loaded in shear parallel to the edge may be considered as twice the failure load of the corresponding groups loaded in shear perpendicular to the edge.
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    A historical review on porous‐media research
    (2023) Ehlers, Wolfgang
    At the end of the 18th century, serious problems in dyke constructions in Northern Germany and the need to understand coupled solid‐water problems initiated first attempts to describe porous media. Many attempts followed until a sound Theory of Porous Media (TPM) was born on the basis of continuum mechanics of multi‐component materials with multi‐physical properties. The present article roughly describes the development of the TPM from its origins to contemporary applications, thus presenting a short historical review of porous‐media research.
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    Parallel simulation of volume-coupled multi-field problems with special application to soil dynamics
    (Stuttgart : Institut für Mechanik (Bauwesen), Lehrstuhl für Kontinuumsmechanik, Universität Stuttgart, 2017) Schenke, Maik; Ehlers, Wolfgang (Prof. Dr.-Ing. Dr. h. c.)
    Zur Lösung vieler ingenieur- und naturwissenschaftlichen Problemstellungen sind numerische Simulationen ein wichtiges Hilfsmittel. Sie dienen beispielsweise der Wettervorhersage in der Meteorologie oder der Strukturanalyse und Strukturoptimierung im Maschinenbau. In vielen Aufgabenstellungen kann das untersuchte Problem, aufgrund seiner starken Wechselwirkung mit den angrenzenden Systemen, nicht losgelöst betrachtet werden, so dass eine gesamtheitliche Betrachtungsweise notwendig wird. Diese Systeme werden in der Literatur als gekoppelte Probleme bezeichnet. Aufgrund der Komplexität der betrachteten Probleme sind zur effizienten Lösung der zugrunde liegenden Gleichungen parallele Lösungsstrategien von Vorteil. Hierbei wird das Gesamtproblem in kleinere Teilprobleme zerlegt, die gleichzeitig auf verschiedenen Rechnern oder Prozessoren gelöst werden. Um die Vorteile dieses Lösungsverfahrens bestmöglich nutzen zu können, sind erhebliche Anstrengungen zunächst für die initiale Entwicklung und Umsetzung eines effizienten Lösungsverfahrens sowie anschließend für dessen kontinuierliche Weiterentwicklung notwendig. Die vorliegende Monographie beschreibt einen Ansatz zur Kosimulation numerischer Probleme zwischen dem kommerziellen auf der Finite-Elemente-Methode (FEM) basierenden Programmpaket Abaqus und dem für die Forschung entwickelten Löser PANDAS. Durch die Entwicklung einer allgemeinen Schnittstelle können die Materialmodelle von PANDAS direkt, ohne eine langwierige und fehleranfällige Reimplementierung, in eine für die industrielle Anwendung wichtige Simulationsumgebung überführt werden. Hierbei kann direkt auf die umfangreiche Materialmodellbibliothek von PANDAS zurückgegriffen werden. Zur Illustration der Anwendungsmöglichkeiten der Abaqus-PANDAS-Kopplung wird diese exemplarisch zur Simulation verschiedener volumengekoppelter Mehrfeldprobleme herangezogen. Als bodenmechanisches Anwendungsbeispiel wird die Tragfähigkeit eines flüssigkeitgesättigten granularen Materials unter quasi-statischen und dynamischen zyklischen Belastungen untersucht. Weiterhin werden mehrphasige Strömungsprozesse, wie sie z. B. im Produktionsprozess von faserverstärkten Kunststoffen auftreten, numerisch simuliert. Im sogenannten Vaccum-Assisted-Resin-Transfer-Moulding (VARTM), wird ein zunächst trockenes (gasgesättigtes) Fasergewebe kontinuierlich mit Harz getränkt, wobei für die praktische Anwendung insbesondere die Zeit bis zur vollständigen Sättigung und der sich einstellende Faservolumenanteil im fertigen Bauteil von großem Interesse sind. Weiterhin werden die Effizienz und die parallele Skalierbarkeit des vorgeschlagenen Kosimulationsansatzes untersucht.
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    A phase-field model embedded in the theory of porous media with application to hydraulic fracturing
    (Stuttgart : Institut für Mechanik (Bauwesen), Lehrstuhl für Kontinuumsmechanik, Universität Stuttgart, 2019) Luo, Chenyi; Ehlers, Wolfgang (Prof. Dr.-Ing. Dr. h. c.)
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    Hydraulically induced fracturing in heterogeneous porous media using a TPM‐phase‐field model and geostatistics
    (2023) Wagner, Arndt; Sonntag, Alixa; Reuschen, Sebastian; Nowak, Wolfgang; Ehlers, Wolfgang
    Hydraulically induced fracturing is widely used in practice for several exploitation techniques. The chosen macroscopic model combines a phase‐field approach to fractures with the Theory of Porous Media (TPM) to describe dynamic hydraulic fracturing processes in fully‐saturated porous materials. In this regard, the solid's state of damage shows a diffuse transition zone between the broken and unbroken domain. Rocks or soils in grown nature are generally inhomogeneous with material imperfections on the microscale, such that modelling homogeneous porous material may oversimplify the behaviour of the solid and fluid phases in the fracturing process. Therefore, material imperfections and inhomogeneities in the porous structure are considered through the definition of location‐dependent material parameters. In this contribution, a deterministic approach to account for predefined imperfection areas as well as statistical fields of geomechanical properties is proposed. Representative numerical simulations show the impact of solid skeleton heterogeneities in porous media on the fracturing characteristics, e. g. the crack path.