A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Large deformation problems

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Isogeometric Kirchhoff–Love shell formulations for general hyperelastic materials (2015, background): “47 kN (a detailed overview of these results can be found in [9]).”
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements (2017, methodology): “efficiency and accuracy and have also been used to model composites or laminated beams [11, 13, 15, 16] and shell structures in both the linear [3, 9] and nonlinear [1, 2, 12] range.”