“…Once the nodal dofs (i.e., the displacement field) have been computed, strains are defined as in any direct finite element analysis [ 23 , 24 ]. Different iFEM’s formulations are available in the literature for beam [ 18 , 19 , 25 , 26 , 27 ] and shell-like structures, covering most of the engineering applications. In particular, focusing on shells, three main types of elements have been developed: (i) An inverse three nodes element based on bilinear anisoparametric shape functions, namely iMIN3 [ 17 , 28 ]; (ii) the iQS4, a four nodes flat element with bilinear anisoparametric shape functions [ 29 , 30 , 31 ]; and (iii) the curved eight nodes iCS8 element with quadratic isoparametric shape functions [ 32 ].…”