Work

Inverse nonlinear elastostatic analysis of heterogeneous pre-stressed arterial cross-sections with elastic bed supports: an unfitted approach

Year: 2025

Type: article

Abstract: • Novel formulation for inverse finite elastostatics in problems with elastic bed support. • Immerse boundary finite elements framework using hierarchic level-sets to describe the geometry. • The methodology effectively identifies the unloaded configuration of arterial sections. This manuscript presents a novel formulation for inverse finite elastostatics in problems with elastic bed support on the external boundary (elastic bed boundary condition), replacing the classical Dirichlet boundary condition. An unfitted strategy to compute the solution of the mechanical problem is devised, inspired in the Immersed Boundary (IB) framework, and using level sets to describe the geometry. The method is applied to study realistic atherosclerotic arterial sections, which are known to exhibit a pre-stressed configuration. Furthermore, we demonstrate that our method effectively identifies the unloaded configuration. Taking as reference a classical finite elements solver in a commercial code, the method presented results in error lower than 3 % in displacements, for sufficiently fine meshes.

Source: Communications in Nonlinear Science and Numerical Simulation

DOI: 10.1016/j.cnsns.2025.109341

Authors: Stephan Gahima, Marco Stefanati, Alberto García-González, Pedro Díez, José Félix Rodríguez Matas

Institutions: Universitat Politècnica de Catalunya, Politecnico di Milano, International Center for Numerical Methods in Engineering

Language: English

Topic: Advanced Numerical Methods in Computational Mathematics

Subfield: Computational Mechanics

Field: Engineering

Domain: Physical Sciences

Open Access status: hybrid

Estimated APC paid: $3,710