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HomeMIT Nonlinear Finite Element AnalysisLecture 7: 2D & 3D Solid Elements; Plane Stress/Strain Conditions
MIT Nonlinear Finite Element Analysis
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Lecture 7: 2D & 3D Solid Elements; Plane Stress/Strain Conditions
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Lecture 8: 2-Noded Truss Element - Updated Lagrangian Formulation
Topics: Two- and three-dimensional solid elements; plane stress, plane strain, and axisymmetric conditions
- Isoparametric interpolations of coordinates and displacements
- Consistency between coordinate and displacement interpolations
- Meaning of these interpolations in large displacement analysis, motion of a material particle
- Evaluation of required derivatives
- The Jacobian transformations
- Details of strain-displacement matrices for total and updated Lagrangian formulations
- Example of 4-node two-dimensional element, details of matrices used
Instructor: Klaus-Jürgen Bathe