One-step SelfSim algorithm: Formulating material models from measured strain fields with machine learning

This article introduces a method to formulate material models from measured strain fields using machine learning, termed One-step SelfSim. Unlike the original SelfSim algorithm, which requires two simulations—one with measured displacements and another with measured loads—One-step SelfSim only performs the simulation with the measured loads. The training dataset is created by coupling the simulation’s stress results with a measured strain field. The method is applied to an elastoplastic problem, using a recurrent neural network initially trained on linear elastic data to model the behaviour of a steel plate undergoing elastoplastic deformation. Results demonstrate that the machine learning model effectively captures the elastoplastic behaviour, with good agreement between simulation outcomes and expected data, particularly for the displacement field. The model is further tested on a plate with a hole, confirming its applicability in scenarios distinct from the training phase. Two additional contributions are presented. First, the SelfSim algorithm is implemented within a finite volume framework, extending its application beyond finite element simulations. Second, a recurrent neural network is employed to represent history-dependent behaviour, replacing the nested modular neural networks commonly used in earlier studies. • Introduced One-Step SelfSim, a novel machine learning-based approach to derive material models from measured strain fields, bypassing displacement-driven simulations. • Demonstrated the algorithm’s effectiveness in modelling elastoplastic behaviour, utilising recurrent neural networks for history-dependent material responses. • Extended the application of the SelfSim algorithm from finite element methods to the finite volume framework, implemented via OpenFOAM. • Verified the method through test cases, including elastoplastic deformation of a steel plate and its generalisation to a plate with a hole. • Showed significant computational efficiency and improved accuracy over traditional SelfSim, enabling direct integration of modern experimental strain data.

Authors

Institutions

Publication Details

Journal
Computers & Structures
Published
2025-09-15
DOI
https://doi.org/10.1016/j.compstruc.2025.107944
Primary Topic
Model Reduction and Neural Networks
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

One-step SelfSim algorithm: Formulating material models from measured strain fields with machine learning

Philip Cardiff, SIMON ANTONIO RODRIGUEZ LUZARDO
Computers & Structures
Model Reduction and Neural Networks
article

One-step SelfSim algorithm: Formulating material models from measured strain fields with machine learning

Philip Cardiff, SIMON ANTONIO RODRIGUEZ LUZARDO
article en

Abstract

This article introduces a method to formulate material models from measured strain fields using machine learning, termed One-step SelfSim. Unlike the original SelfSim algorithm, which requires two simulations—one with measured displacements and another with measured loads—One-step SelfSim only performs the simulation with the measured loads. The training dataset is created by coupling the simulation’s stress results with a measured strain field. The method is applied to an elastoplastic problem, using a recurrent neural network initially trained on linear elastic data to model the behaviour of a steel plate undergoing elastoplastic deformation. Results demonstrate that the machine learning model effectively captures the elastoplastic behaviour, with good agreement between simulation outcomes and expected data, particularly for the displacement field. The model is further tested on a plate with a hole, confirming its applicability in scenarios distinct from the training phase. Two additional contributions are presented. First, the SelfSim algorithm is implemented within a finite volume framework, extending its application beyond finite element simulations. Second, a recurrent neural network is employed to represent history-dependent behaviour, replacing the nested modular neural networks commonly used in earlier studies. • Introduced One-Step SelfSim, a novel machine learning-based approach to derive material models from measured strain fields, bypassing displacement-driven simulations. • Demonstrated the algorithm’s effectiveness in modelling elastoplastic behaviour, utilising recurrent neural networks for history-dependent material responses. • Extended the application of the SelfSim algorithm from finite element methods to the finite volume framework, implemented via OpenFOAM. • Verified the method through test cases, including elastoplastic deformation of a steel plate and its generalisation to a plate with a hole. • Showed significant computational efficiency and improved accuracy over traditional SelfSim, enabling direct integration of modern experimental strain data.

Computers & StructuresVol. 318
University College Dublin (IE)
Openalex Percentile: Top 80%
Model Reduction and Neural Networks
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

One-step SelfSim algorithm: Formulating material models from measured strain fields with machine learning — Philip Cardiff, SIMON ANTONIO RODRIGUEZ LUZARDO · Computers & Structures (2025) | TGRS Research Map | TGRS