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Table 12 0/90/0/90, \(\overline{u}_{z}\)(z = 0) = 100\(\hbox {u}_{z}\) \(\hbox {E}_{T}\) h\(^3\)/(\(\overline{p}_z\,a^4)\), clamped-free

From: Best theory diagrams for multilayered structures via shell finite elements

Model\({\varvec{R/a}} = 5\)  
ED40.02550.42061.1890
a/h100105