1. Reference problem#

1.1. Geometry#

_images/10001660000016040000160437F61E7E78C6F991.svg

It is a cylindrical panel:

  • Length: \(L=0.3048m\),

  • Average radius: \({R}_{m}=0.6096\),

  • Arc length: \(0.3042m\),

  • Thickness: \(h=0.003048m\).

1.2. Material properties#

The material is homogeneous, isotropic, and linear elastic. The elastic coefficients are:

\(E=206850.\mathrm{MPa}\)

\(\nu =0.3\)

Density: \(\rho =\mathrm{7857,2}\mathrm{kg}/{m}^{3}\)

Shearing force deformation coefficient: \(\text{A\_CIS}=0.8333\)

1.3. Boundary conditions and loads#

The structure is embedded at the \(\mathrm{BD}\) end.