Table 3 Mechanical response of a NCB under external loading
From: Accelerated construction of projection-based reduced-order models via incremental approaches
| Â | \(\max \limits _{\mu \in \mathcal {P}_{\textrm{train}}} E^{\textrm{max}}_\mu (\cdot )\) | \( E^{\textrm{max}}_\mu (\cdot )/n_{\textrm{train}}\) | \(\max \limits _{\mu \in \mathcal {P}_{\textrm{train}}} E^{\textrm{avg}}_\mu (\cdot )\) | \( E^{\textrm{avg}}_\mu (\cdot )/n_{\textrm{train}}\) |
|---|---|---|---|---|
\(N_{\textrm{H}2}\) | \(2.86\cdot 10^{-2}\) | \(6.55\cdot 10^{-4}\) | \(2.86\cdot 10^{-2}\) | \(3.91\cdot 10^{-5}\) |
\(\varepsilon _{tt}-E\) | \(4.42\cdot 10^{-2}\) | \(7.68\cdot 10^{-3}\) | \(7.87\cdot 10^{-3}\) | \(4.84\cdot 10^{-3}\) |
\(\varepsilon _{zz}-E\) | \(5.03\cdot 10^{-2}\) | \(1.09\cdot 10^{-2}\) | \(1.38\cdot 10^{-2}\) | \(6.73\cdot 10^{-3}\) |