Titlebook: Non-Linear Finite Element Analysis in Structural Mechanics; Wilhelm Rust Book 20151st edition Springer International Publishing Switzerlan

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Contact with Shell- and Beam-Elementsised. They both represent three-dimensional system. For beams in 2d the height resp. the distance of the outer edges from the axis, for shells the thickness must be taken into account. Neither the contact of two beams in 3d nor the contact of shell edges is considered here (Fig. 13.1).

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Wilhelm RustContains detailed derivations of formulas.Bridges the gap between theory and practice.Includes numerical examples and problem sets with solutions.Includes supplementary material:

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Basic Mathematical Methods,This chapter occurs here because it is of relevance for all following sections. It is possible to skip it until the first applications are formulated.

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Stability ProblemsA beam is loaded in its axial direction by a compressive force. The force is increased. Suddenly the beam moves perpendicular to its axis: it buckles (Fig. 3.1).

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Theory and Numerics of the Linear Visco-elasticityThe visco-elastic material model can be interpreted as a linear spring in parallel to . Maxwell elements (linear spring and damper in a row, see Sect. . and Fig. .).

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