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
AUTHORS (6)
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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