Nonlinear Analysis
Lecture 19: Beam, Plate, and Shell Elements I
Topics: Beam, plate, and shell elements I
- Brief review of major formulation approaches
- The degeneration of a three-dimensional continuum to beam and shell behavior
- Basic kinematic and static assumptions used
- Formulation of isoparametric (degenerate) general shell elements of variable thickness for large displacements and rotations
- Geometry and displacement interpolations
- The nodal director vectors
- Use of five or six nodal point degrees of freedom, theoretical considerations and practical use
- The stress-strain law in shell analysis, transformations used at shell element integration points
- Shell transition elements, modeling of transition zones between solids and shells, shell intersections
Instructor: Klaus-Jürgen Bathe
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Spring
2010
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