Department of Mechanics: Seminar: Adriana Kulikova 2022: Difference between revisions

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28 June 2022, 11:00-12:00 CET, Room B-366 @ [https://g.page/stavarnacvut?share Thákurova 7, 166 29 Prague 6]  
28 June 2022, 11:00-12:00 CET, Room B-366 @ [https://g.page/stavarnacvut?share Thákurova 7, 166 29 Prague 6]  


'''Abstract''':
'''Abstract'''


The standard approach to mechanical problems requires the solution of the mathematical equations that describe both the conservation laws and the constitutive relations, where the latter is obtained after fitting experimental data to a certain material model. Such models range from simple linear constitutive relations with just one constant (e.g. Darcy’s flow in saturated medium) to more complex ones, such as unsaturated flow, hyperelasticity, or brittle fracture in heterogeneous materials, requiring setting multiple parameters.  
The standard approach to mechanical problems requires the solution of the mathematical equations that describe both the conservation laws and the constitutive relations, where the latter is obtained after fitting experimental data to a certain material model. Such models range from simple linear constitutive relations with just one constant (e.g. Darcy’s flow in saturated medium) to more complex ones, such as unsaturated flow, hyperelasticity, or brittle fracture in heterogeneous materials, requiring setting multiple parameters.  
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Numerical tests performed with the DD framework demonstrated that the same orders of convergence (with decreasing element size and increasing approximation order) as known for the standard FEM approach are obtained when the dataset includes enough data points [3]. However, the convergence with an increasing number of data points is not observed when the artificially generated Gaussian noise has been added to the dataset. A promising approach to working with noisy datasets consists in obtaining the local statistical properties of distributions of data point
Numerical tests performed with the DD framework demonstrated that the same orders of convergence (with decreasing element size and increasing approximation order) as known for the standard FEM approach are obtained when the dataset includes enough data points [3]. However, the convergence with an increasing number of data points is not observed when the artificially generated Gaussian noise has been added to the dataset. A promising approach to working with noisy datasets consists in obtaining the local statistical properties of distributions of data point


[https://owncloud.cesnet.cz/index.php/s/STvHLGLM0rnSV3L ICS file]
[https://owncloud.cesnet.cz/index.php/s/vyMi4lLXbWzeTzj ICS file]


'''References'''
'''References'''


[1] Kirchdoefer and M. Ortiz, “Data-driven computational mechanics,” ''Computer Methods in Applied Mechanics and Engineering,'' vol. 304, pp. 81–101, 2016.
# Kirchdoefer and M. Ortiz, “Data-driven computational mechanics,” ''Computer Methods in Applied Mechanics and Engineering,'' vol. 304, pp. 81–101, 2016.
 
# L. Kaczmarczyk, Z. Ullah, K. Lewandowski, et al., “Mofem: An open source, parallel finite element library,” ''The Journal of Open Source Software'', vol. 5, 2020.  
[2] L. Kaczmarczyk, Z. Ullah, K. Lewandowski, et al., “Mofem: An open source, parallel finite element library,” ''The Journal of Open Source Software'', vol. 5, 2020.  
# A. Kulíková, A. G. Shvarts, L. Kaczmarczyk, and C. J. Pearce, “Data-driven finite element method,” ''Proceedings of UKACM 2021 conference'', May 2021. [https://dx.doi.org/10.17028/rd.lboro.14588577.v1 doi:10.17028/rd.lboro.14588577.v1].
 
[3] A. Kulíková, A. G. Shvarts, L. Kaczmarczyk, and C. J. Pearce, “Data-driven finite element method,” ''Proceedings of UKACM 2021 conference'', May 2021. [https://dx.doi.org/10.17028/rd.lboro.14588577.v1 doi:10.17028/rd.lboro.14588577.v1].

Latest revision as of 14:03, 27 June 2022

Data-driven finite element method for diffusion and transport problems

Adriana Kuliková, University of Glasgow, Scotland, United Kingdom

28 June 2022, 11:00-12:00 CET, Room B-366 @ Thákurova 7, 166 29 Prague 6

Abstract

The standard approach to mechanical problems requires the solution of the mathematical equations that describe both the conservation laws and the constitutive relations, where the latter is obtained after fitting experimental data to a certain material model. Such models range from simple linear constitutive relations with just one constant (e.g. Darcy’s flow in saturated medium) to more complex ones, such as unsaturated flow, hyperelasticity, or brittle fracture in heterogeneous materials, requiring setting multiple parameters.

In this work, we follow an alternative approach [1] and develop a Data-Driven (DD) framework for mechanical problems. The conservation laws and boundary conditions are satisfied by means of the finite element method, while instead of a constitutive relationship we can use experimental data directly in simulations, thereby avoiding the need for fitting material model parameters. The developed DD framework has been implemented using the open-source parallel finite element library MoFEM [2] and is applied in this study to a diffusion problem in 2D which can represent flow in porous media, mass, or heat transport.

Numerical tests performed with the DD framework demonstrated that the same orders of convergence (with decreasing element size and increasing approximation order) as known for the standard FEM approach are obtained when the dataset includes enough data points [3]. However, the convergence with an increasing number of data points is not observed when the artificially generated Gaussian noise has been added to the dataset. A promising approach to working with noisy datasets consists in obtaining the local statistical properties of distributions of data point

ICS file

References

  1. Kirchdoefer and M. Ortiz, “Data-driven computational mechanics,” Computer Methods in Applied Mechanics and Engineering, vol. 304, pp. 81–101, 2016.
  2. L. Kaczmarczyk, Z. Ullah, K. Lewandowski, et al., “Mofem: An open source, parallel finite element library,” The Journal of Open Source Software, vol. 5, 2020.
  3. A. Kulíková, A. G. Shvarts, L. Kaczmarczyk, and C. J. Pearce, “Data-driven finite element method,” Proceedings of UKACM 2021 conference, May 2021. doi:10.17028/rd.lboro.14588577.v1.