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Decide-Adapt-Reuse: a decision framework to reuse or adapt metamodels for new clinch joint designs

Published online by Cambridge University Press:  02 July 2026

Jonathan-Markus Einwag*
Affiliation:
Friedrich-Alexander Universität Erlangen-Nürnberg, Germany
Sandro J. Wartzack
Affiliation:
Friedrich-Alexander Universität Erlangen-Nürnberg, Germany
Stefan Goetz
Affiliation:
Friedrich-Alexander Universität Erlangen-Nürnberg, Germany

Abstract:

Metamodels are replacing costly validation simulations and experiments in clinch joint design. If materials or conditions change, existing metamodels may no longer be reliable. This paper presents an approach that uses model uncertainty, the Coefficient of Prognosis and the R2 score to decide if a model should be reused or recalibrated, or if fine-tuning is needed. Two case studies show that the framework can provide sufficient recommendations and reused, recalibrated and fine-tuned models can match new models while reducing simulation and training effort.

Information

Type
DESIGN METHODS AND TOOLS
Creative Commons
Creative Common License - CCCreative Common License - BYCreative Common License - NCCreative Common License - ND
This is an Open Access article, distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives licence (https://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is unaltered and is properly cited. The written permission of Cambridge University Press must be obtained for commercial re-use or in order to create a derivative work.
Copyright
The Author(s), 2026
Figure 0

Figure 1. Illustration of aleatoric and epistemic (model-) uncertainties (Yang & Li, 2023)

Figure 1

Figure 2. LS-DYNA 2D-simulation model with parameters and parameter ranges of initial dataset and geometric clinch joint properties (Zirngibl, Schleich, et al., 2023)

Figure 2

Figure 3. Overview of the workflow of the decide-adapt-reuse framework

Figure 3

Table 1. Parameters and values of first joining task

Figure 4

Table 2. Predicted and simulated geometric properties of first joining task

Figure 5

Table 3. Performance metrics of base-models, base-model with offset on BT and fine-tuned model for IL on new dataset

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Figure 4. a)-c) Scatterplots of base-models on new dataset and of d) reused, e) fine-tuned and f) recalibrated models on new dataset for NE, IL and BT

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Table 4. Predicted and simulated geometric properties of second joining task