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Updated: Jul 23, 2025

A Coupled Experiment-finite Element Modeling Methodology for Assessing High Strain Rate Mechanical Response of Soft Biomaterials
Published on: May 18, 2015
Hybrid Shell-Beam Inverse Finite Element Method for the Shape Sensing of Stiffened Thin-Walled Structures:
Marco Esposito1, Rinto Roy2, Cecilia Surace2
1Department of Mechanical and Aerospace Engineering, Politecnico di Torino, 10129 Torino, Italy.
This study introduces a hybrid inverse finite element method (iFEM) for precise structural deformation reconstruction. This novel approach enhances accuracy and efficiency in shape sensing for complex structures.
Area of Science:
- Structural Mechanics
- Computational Engineering
- Materials Science
Background:
- Accurate elastic deformation reconstruction is crucial for structural health monitoring.
- Traditional inverse finite element methods (iFEM) face limitations with complex geometries.
- Element selection significantly impacts iFEM accuracy and computational cost.
Purpose of the Study:
- To develop a novel hybrid discretization scheme for iFEM.
- To improve the accuracy and efficiency of shape-sensing for thin-walled and stiffened structures.
- To enable more effective digital twin development for online structural monitoring.
Main Methods:
- A hybrid iFEM model combining beam and shell inverse elements was developed.
- The methodology reconstructs structural displacements from discrete strain measurements.
- Least-squares matching of analytical and experimental strains was employed.
Main Results:
- Experimental validation on a composite wing panel demonstrated accurate shape sensing of bending and torsional deformations.
- The hybrid iFEM achieved high accuracy with reduced sensor measurements and computational effort.
- The method proved robust and computationally efficient.
Conclusions:
- The hybrid iFEM offers a significant advancement for accurate and efficient structural shape sensing.
- This approach facilitates the development of digital twins for real-time structural monitoring and control.
- The methodology is well-suited for geometrically complex, thin-walled, and stiffened structures.
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