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 Standard beams include axial, bending and torsional stiffness. These also support nonlinear axial stress/strain behaviour and nonlinear moment/curvature
behaviour. Truss elements are used as tension/compression members. These also
support nonlinear stress/strain behaviour. Cutoff bars are used as truss elements, where the axial force must remain within specified limits.  These facilitate the modelling of tension-only or compression-only
members. Point contacts are used for node-to-node contact nonlinearity and may include friction. Springs and dampers model a spring in parallel with a discrete damper. Cable elements based on the catenary formulation. These may have a free length that is different from the distance
between the end nodes. Connection elements allow you to specify elastic or plastic connections between nodes. User-defined beams allow advanced users to specify the element's behaviour
by entering a stiffness matrix directly. |