Inverse deformation analysis: an experimental and numerical assessment using the FEniCS Project

Finite element method : Materials science & engineering [C09] [Engineering, computing & technology] Finite Element Analysis Biomedical Engineering Structural engineering Geometry Ocean Engineering Hyperelastic material FOS: Medical engineering Oceanography FEniCS Project Mathematical analysis 01 natural sciences : Ingénierie mécanique [C10] [Ingénierie, informatique & technologie] Engineering Inverse deformation Digital Image Correlation Techniques FOS: Mathematics SOFA Hyperelastic Modeling 0101 mathematics Rest position rest position Jacobian matrix and determinant Elasticity (physics) Biomechanical Modeling of Arterial Tissues Inverse Modeling Deformation (meteorology) Physics Mathematical optimization : Mechanical engineering [C10] [Engineering, computing & technology] undeformed configuration Geology FOS: Earth and related environmental sciences Applied mathematics Computer science : Science des matériaux & ingénierie [C09] [Ingénierie, informatique & technologie] Drilling Fluid Technology and Well Integrity Physical Sciences Computer Science Inverse problem Thermodynamics Computer Vision and Pattern Recognition Deformation Analysis Inverse Undeformed configuration Mathematics
DOI: 10.1007/s00366-021-01597-z Publication Date: 2022-02-18T09:04:58Z
ABSTRACT
AbstractIn this paper we develop a framework for solving inverse deformation problems using the FEniCS Project finite-element software. We validate our approach with experimental imaging data acquired from a soft silicone beam under gravity. In contrast with inverse iterative algorithms that require multiple solutions of a standard elasticity problem, the proposed method can compute the undeformed configuration by solving only one modified elasticity problem. This modified problem has a complexity comparable to the standard one. The framework is implemented within an open-source pipeline enabling the direct and inverse deformation simulation directly from imaging data. We use the high-level unified form language (UFL) of the FEniCS Project to express the finite-element model in variational form and to automatically derive the consistent Jacobian. Consequently, the design of the pipeline is flexible: for example, it allows the modification of the constitutive models by changing a single line of code. We include a complete working example showing the inverse deformation of a beam deformed by gravity as supplementary material.
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