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

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

Model

\({\varvec{R/a}} = 5\)

Ā Ā 

ED4

0.0255

0.4206

1.1890

a/h

100

10

5