Abstract
Thin‐walled members subject to generalized loading may be modelled by using a finite element approach with conventional stress and strain parameters. A solution method for a class of problems that would use these elements is described. A numberical example of an elastic beam is given.
| Original language | English |
|---|---|
| Pages (from-to) | 59-71 |
| Number of pages | 13 |
| Journal | International Journal for Numerical Methods in Engineering |
| Volume | 19 |
| Issue number | 1 |
| DOIs | |
| State | Published - Jan 1983 |
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