A framework for data-driven structural analysis in general elasticity based on nonlinear optimization: The static case

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Cristian Guillermo Gebhardt
  • Dominik Schillinger
  • Marc Christian Steinbach
  • Raimund Rolfes
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Details

OriginalspracheEnglisch
Aufsatznummer112993
FachzeitschriftComputer Methods in Applied Mechanics and Engineering
Jahrgang365
PublikationsstatusVeröffentlicht - 25 März 2020

Abstract

Data-Driven Computational Mechanics is a novel computing paradigm that enables the transition from standard data-starved approaches to modern data-rich approaches. At this early stage of development, one can distinguish two mainstream directions. The first one, which can be classified as a direct approach, relies on a discrete-continuous optimization problem and seeks to assign to each material point a point in the phase space that satisfies compatibility and equilibrium, while being closest to the data set provided. The second one, which can be classified as an inverse approach, seeks to reconstruct a constitutive manifold from data sets by manifold learning techniques, relying on a well-defined functional structure of the underlying constitutive law. In this work, we propose a hybrid approach that combines the strengths of the two existing directions and mitigates some of their weaknesses. This is achieved by the formulation of an approximate nonlinear optimization problem, which can be robustly solved, is computationally efficient, and does not rely on any special functional structure of the reconstructed constitutive manifold. Additional benefits include the natural incorporation of kinematic constraints and the possibility to operate with implicitly defined stress–strain relations. We discuss important mathematical aspects of our approach for a data-driven truss element and investigate its key numerical behavior for a data-driven beam element that makes use of all components of our methodology.

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A framework for data-driven structural analysis in general elasticity based on nonlinear optimization: The static case. / Gebhardt, Cristian Guillermo; Schillinger, Dominik; Steinbach, Marc Christian et al.
in: Computer Methods in Applied Mechanics and Engineering, Jahrgang 365, 112993, 25.03.2020.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Gebhardt, Cristian Guillermo ; Schillinger, Dominik ; Steinbach, Marc Christian et al. / A framework for data-driven structural analysis in general elasticity based on nonlinear optimization : The static case. in: Computer Methods in Applied Mechanics and Engineering. 2020 ; Jahrgang 365.
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title = "A framework for data-driven structural analysis in general elasticity based on nonlinear optimization: The static case",
abstract = "Data-Driven Computational Mechanics is a novel computing paradigm that enables the transition from standard data-starved approaches to modern data-rich approaches. At this early stage of development, one can distinguish two mainstream directions. The first one, which can be classified as a direct approach, relies on a discrete-continuous optimization problem and seeks to assign to each material point a point in the phase space that satisfies compatibility and equilibrium, while being closest to the data set provided. The second one, which can be classified as an inverse approach, seeks to reconstruct a constitutive manifold from data sets by manifold learning techniques, relying on a well-defined functional structure of the underlying constitutive law. In this work, we propose a hybrid approach that combines the strengths of the two existing directions and mitigates some of their weaknesses. This is achieved by the formulation of an approximate nonlinear optimization problem, which can be robustly solved, is computationally efficient, and does not rely on any special functional structure of the reconstructed constitutive manifold. Additional benefits include the natural incorporation of kinematic constraints and the possibility to operate with implicitly defined stress–strain relations. We discuss important mathematical aspects of our approach for a data-driven truss element and investigate its key numerical behavior for a data-driven beam element that makes use of all components of our methodology.",
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AU - Schillinger, Dominik

AU - Steinbach, Marc Christian

AU - Rolfes, Raimund

N1 - Funding information: C. G. Gebhardt and R. Rolfes gratefully acknowledge the financial support of the Lower Saxony Ministry of Science and Culture (research project ventus efficiens, FKZ ZN3024) and the German Research Foundation (research project ENERGIZE, GE 2773/3-1 – RO 706/20-1) that enabled this work. D. Schillinger acknowledges support from the German Research Foundation through the DFG Emmy Noether Award (SCH 1249/2-1), and from the European Research Council via the ERC Starting Grant “ImageToSim” (Action No. 759001).

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N2 - Data-Driven Computational Mechanics is a novel computing paradigm that enables the transition from standard data-starved approaches to modern data-rich approaches. At this early stage of development, one can distinguish two mainstream directions. The first one, which can be classified as a direct approach, relies on a discrete-continuous optimization problem and seeks to assign to each material point a point in the phase space that satisfies compatibility and equilibrium, while being closest to the data set provided. The second one, which can be classified as an inverse approach, seeks to reconstruct a constitutive manifold from data sets by manifold learning techniques, relying on a well-defined functional structure of the underlying constitutive law. In this work, we propose a hybrid approach that combines the strengths of the two existing directions and mitigates some of their weaknesses. This is achieved by the formulation of an approximate nonlinear optimization problem, which can be robustly solved, is computationally efficient, and does not rely on any special functional structure of the reconstructed constitutive manifold. Additional benefits include the natural incorporation of kinematic constraints and the possibility to operate with implicitly defined stress–strain relations. We discuss important mathematical aspects of our approach for a data-driven truss element and investigate its key numerical behavior for a data-driven beam element that makes use of all components of our methodology.

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