Abstract
The basic equations of the finite element method are derived for nonlinear mechanics of solids using an arbitrary reference configuration, arbitrary strain measure, and conjugate stress measure. All materials with instantaneous modulus are covered by this theory, including elastic, plastic, and viscoelastic solids.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 51-56 |
| Number of pages | 6 |
| Journal | Computers and Structures |
| Volume | 19 |
| Issue number | 1-2 |
| DOIs | |
| State | Published - 1984 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications