1. Reference problem#
1.1. Geometry#
Slender beam oriented carried in space by the direction vector axis \((\mathrm{1,}\mathrm{1,}1)\).
Square area section: \(4.0{10}^{-4}{m}^{2}\)
Beam length: \(0.5m\)
1.2. Material properties#
\(E=2.{10}^{11}\mathrm{Pa}\)
\(\nu =0\)
\(\rho =7800\mathrm{kg}/{m}^{3}\)
\(\text{A\_CIS}=0.8333\) (transverse shear correction factor equal to \(5/6\) for a Reissner thin shell theory)
1.3. Boundary conditions and loads#
Embedded beam free to rotate around an axis perpendicular to its largest dimension and passing through the center of the embedded face.
Rotation vector component: \((\mathrm{1,}\mathrm{0,}–1)\).
Rotation speed: \(\omega =3000\mathrm{rd}/s\)
There is nothing physical about the important value of the speed of rotation.