| Issue |
E3S Web Conf.
Volume 697, 2026
The 5th International Conference on Renewable & Sustainable Energies and Green Processes (RSEGP2025)
|
|
|---|---|---|
| Article Number | 00008 | |
| Number of page(s) | 8 | |
| DOI | https://doi.org/10.1051/e3sconf/202669700008 | |
| Published online | 13 March 2026 | |
Numerical Study of the Nonlinear Viscoelastic Creep Behavior of a Mirror Epoxy Resin
1 Applied Mechanics, Innovative Processes and Environment Research Unit (UR22ES04), ISSATG, University of Gabes, Gabes, Tunisia.
2 LMPE Laboratory, National School of Engineering of Tunis, University of Tunis, Tunisia.
3 Laboratory of Mechanical Modeling, Energy & Materials (LM2EM), ENIG, University of Gabes, Gabes, Tunisia.
4 Laboratory of Applied Thermodynamics (18ES33), ENIG, University of Gabes, Gabes, Tunisia
* Corresponding author: This email address is being protected from spambots. You need JavaScript enabled to view it.
Abstract
This work presents a numerical validation of the nonlinear viscoelastic creep behavior of a mirror epoxy resin using the Schapery model. The material parameters were identified from experimental creep tests conducted under several constant stress levels. The Schapery creep formulation was implemented into the Abaqus finite element framework through a user-defined material subroutine (UMAT) and applied to a representative numerical model to reproduce the experimental loading conditions. The simulated creep strain evolutions show good agreement with the experimental results over the entire loading duration. Quantitative comparisons reveal low average errors (approximately 1.5-3%), high coefficients of determination (R2 > 0.90), and moderate dispersion, confirming the robustness of the identified parameters. These results demonstrate the capability of the UMAT-based Schapery creep model to accurately capture the nonlinear time-dependent response of the epoxy resin under sustained loading. The proposed approach provides a reliable basis for predicting long-term viscoelastic creep behavior in polymer-based structural applications.
© The Authors, published by EDP Sciences, 2026
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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