h1

h2

h3

h4

h5
h6
% IMPORTANT: The following is UTF-8 encoded.  This means that in the presence
% of non-ASCII characters, it will not work with BibTeX 0.99 or older.
% Instead, you should use an up-to-date BibTeX implementation like “bibtex8” or
% “biber”.

@PHDTHESIS{Eggersmann:837746,
      author       = {Eggersmann, Robert},
      othercontributors = {Reese, Stefanie and Ortiz, Michael},
      title        = {{C}onstitutive-model-free data-driven computational
                      mechanics},
      school       = {Rheinisch-Westfälische Technische Hochschule Aachen},
      type         = {Dissertation},
      address      = {Aachen},
      publisher    = {RWTH Aachen University},
      reportid     = {RWTH-2022-00043},
      pages        = {1 Online-Ressource : Illustrationen},
      year         = {2021},
      note         = {Veröffentlicht auf dem Publikationsserver der RWTH Aachen
                      University 2022; Dissertation, Rheinisch-Westfälische
                      Technische Hochschule Aachen, 2021},
      abstract     = {One of the most powerful tools for the design and
                      engineering of technical innovations is numerical
                      simulation. Based on simulations, engineers have to make
                      decisions that influence everyone’s daily life. This can
                      affect how we deal with resources in any sense, personal
                      safety, or simply our well-being. Among all engineering
                      disciplines, the field of solid mechanics is essential and
                      also well-established. For many years, researchers have been
                      developing great improvements of the finite element method
                      to design structures and compute, e.g., critical loads.
                      Here, a central challenge is to formulate material models.
                      Over the years, these models became more and more accurate,
                      but also more complex and complicated. To circumvent this
                      complexity, a paradigm shift has taken place in recent
                      years. Next to classical material modeling, the idea of
                      data-driven computing has gained importance. The present
                      cumulative dissertation targets to make a helpful
                      contribution in this regard. It represents a merger of three
                      published works of the author and his coauthors
                      concentrating on the data-driven computing paradigm in
                      mechanics initially introduced by Kirchdoerfer and Oritz in
                      2016. The overall goal is to develop methods for finite
                      element simulations, which come along without the
                      formulation of a constitutive model. Here, the ansatz is to
                      treat the fundamental laws in mechanics, i.e., the
                      equilibrium of forces and compatibility, as boundary
                      conditions of a minimization problem. The material data is
                      used directly in the computation without replacing it by any
                      model simplification. This procedure makes it unnecessary to
                      formulate complicated constitutive equations or to fit model
                      parameters. On the one hand, uncertainties that come along
                      with the material modeling step are bypassed. On the other
                      hand, this method standardizes material modeling in order to
                      save time and resources. The current thesis begins with an
                      introduction, including a literature overview and a detailed
                      description of research-relevant questions. The first
                      article follows the introduction and extends the data-driven
                      formulation to inelasticity. This fundamental extension
                      enables computations with history-dependent or
                      path-dependent materials and, therefore, represents a
                      generalization to the data-driven paradigm. To derive the
                      underlying theory, we investigate three material
                      representations: (1) materials with memory, (2) differential
                      materials, and (3) materials de- scribed by history
                      variables. We use the equivalence between these three
                      formulations to derive possible representations of data
                      sets, describing, among others viscoelastic, and
                      elastoplastic material behavior. The second article deals
                      with an extension to the data-driven computing paradigm for
                      sparse data sets. These data sets appear, e.g. for
                      history-dependent materials. The article states the possible
                      incorporation of locally-linear tangent spaces into the
                      solver. Here, the key idea is that the data’s underlying
                      structures can be used and approximated by linear
                      representations. Those linear representations are computed
                      by the tensor voting method introduced by Mordohai and
                      Medioni. The tensor voting method can be seen as an
                      unsupervised machine learning technique based on manifold
                      learning. In contrast to global approximations, the method
                      is instance-based and, therefore, analyzes the data
                      structure pointwise. Numerical examples are investigated to
                      illustrate the higher-order convergence behavior of the
                      extension w.r.t. the data set size.The final article
                      addresses the efficiency of the data-driven solver. This
                      iterative solver mainly consists of two steps or projections
                      in each iteration. Starting from a state in the material
                      data set, the constraint set’s closest state is computed,
                      where equilibrium and kinematics are fulfilled. Afterwards,
                      we find the closest state in the data set. The article
                      focuses on treating the latter step, which is the most time
                      consuming for large data sets since a nearest neighbor
                      problem is solved at each integration point. Therefore, we
                      analyzed and adopted different data structures. We
                      discovered that approximate nearest neighbor algorithms
                      accelerate the search in these problems by many orders of
                      magnitude compared to exact algorithms. The treated
                      numerical examples cover computations with up to a billion
                      data points analyzing a 3D elastic solid.},
      cin          = {311510},
      ddc          = {624},
      cid          = {$I:(DE-82)311510_20140620$},
      typ          = {PUB:(DE-HGF)11},
      doi          = {10.18154/RWTH-2022-00043},
      url          = {https://publications.rwth-aachen.de/record/837746},
}