“…This is precisely why flat triangular elements within FEM are still under development with respect to overcoming shear locking (Piltner and Taylor, 2000; Bletzinger et al , 2000; Oñate and Zã, 2000; Shin and Lee, 2014; Jeon et al , 2015; Shang et al , 2016). Some other numerical methods used for the analysis of shell structures include mesh-free (Krysl and Belytschko, 1996; Dinis et al , 2011; Kim et al , 2002; Jafari and Azhari, 2016) and boundary element method (Wen et al , 2000; Useche and Albuquerque, 2015).…”