Pressure-dependent strain gradient plasticity for micro-mechanical analyses of fibre-reinforced polymers
A new constitutive model for epoxy resins is proposed to accurately capture the micro-scale strain fields in fibre-reinforced composites. The model extends conventional plasticity by introducing strain-gradient effects through an implicit gradient formulation that accounts for pressure sensitivity and asymmetric tension/compression behaviour–critical features to represent the mechanical response of epoxies at small scales. The formulation is implemented in a commercial finite element platform through user-defined subroutines and solved via an analogy with coupled thermo-mechanical problems that include Helmholtz-type equations. The ability of the model to predict the size-dependent response and to prevent unrealistic overpredictions of strain magnitude is illustrated through the simulation of nanoindentation on neat epoxy and of the local strain field behaviour in a composite. The results are compared with experimental data, which are also used to calibrate the additional constitutive parameters through a composite Bayesian optimization strategy. The proposed framework significantly improves the predictive capabilities of micromechanical models for composite materials by incorporating scale-dependent plasticity mechanisms.
Authors
- Igor A. Rodrigues Lopes
- P.P. Camanho (ORCID: https://orcid.org/0000-0003-0363-5207)
- Thomas Pardoen (ORCID: https://orcid.org/0000-0003-0569-9466)
- A. Francisca Carvalho Alves (ORCID: https://orcid.org/0000-0002-7842-2292)
- Nathan Klavzer
Institutions
- Universidade do Porto (PT)
- Institute of Mechanical Engineering and Industrial Mangement (PT)
- Walloon Excellence in Lifesciences and Biotechnology (BE)
- UCLouvain (BE)
Publication Details
- Journal
- Composite Structures
- Published
- 2025-12-19
- DOI
- https://doi.org/10.1016/j.compstruct.2025.119965
- Primary Topic
- Nonlocal and gradient elasticity in micro/nano structures
- Type
- article
- Field-Weighted Citation Impact
- 0.00