Abstract
An improved plane strain/stress element is derived using a Hu–Washizu variational formulation with bilinear displacement interpolation, seven strain and stress terms, and two enhanced strain modes. The number of unknowns of the four-node element is increased from eight to ten degrees of freedom. For linear and non-linear applications, the two unknowns associated with the enhanced strain terms can be eliminated by static condensation so that eight displacement degrees of freedom remain for the proposed element, which is denoted by QE2. The excellent performance of the proposed element is demonstrated using several linear and non-linear examples.
Original language | American English |
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Journal | International Journal for Numerical Methods in Engineering |
Volume | 38 |
DOIs | |
State | Published - Jun 15 1995 |
Keywords
- Enhanced Strain Modes
- Mixed Finite Element
- Quadrilateral
DC Disciplines
- Mathematics