3. Presentation of test case SSLP100B as an example#

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It is a flat structure subject to the following boundary conditions:

  • on the \(\mathrm{[}\mathit{GH}\mathrm{]}\) side:

\(u+v\mathrm{=}0\)

(sliding support)

  • knots \(\mathit{B1}\), \(\mathit{B2}\), \(\mathit{B3}\):

\(u\mathrm{=}v\mathrm{=}0\)

  • knot \(J\):

\(u\mathrm{=}2.0\)

  • load case 1: chf1: pressure distributed over \(\mathit{ADFH}\) \(p\mathrm{=}10.0\)

  • load case 2: chf2: point forces on nodes \(\mathit{F1}\), \(\mathit{F2}\),, \(\mathit{F3}\), \(\mathit{F4}\) and \(\mathit{P1}\): \(\mathit{Fy}\mathrm{=}\mathrm{-}20.0\)