Instability of a Space Arc Frame

Application ID: 19821


This model illustrates the instability of a space arc frame under concentrated vertical loading. The Beam interface is utilized.

Two different approaches are used:

  1. A full incremental nonlinear analysis, where a small lateral load is applied to break the symmetry of the structure
  2. A linear buckling study

The results are compared with available literature data.

この model の例は, 通常次の製品を使用して構築されるこのタイプのアプリケーションを示しています.