Fig. 7From: Accelerated construction of projection-based reduced-order models via incremental approachesMechanical response of a NCB under external loading. Tridimensional meshes (HEXA20) used for code_aster calculations: a coarse mesh (mesh 1: \(N_{\textrm{e}}=784\)); b refined mesh (mesh 2: \(N_{\textrm{e}}=1600\))Back to article page