Abstract
This paper introduces briefly the analytical methods and numerical methods to solve non-linear problems, and then ANSYS/LS-DYNA, a finite element software. In order to validate the function of software and the parameter selection, solutions of a simple problem are obtained by the analytical method and ANSYS/LS-DYNA respectively, and good agreement is achieved. Finally, the model of Kiewitt8 single-layer reticulated dome with a span of 60 m is set up, and 135 cases are analyzed, with five failure patterns observed.
| Original language | English |
|---|---|
| Pages (from-to) | 144-149 |
| Number of pages | 6 |
| Journal | Gongcheng Lixue/Engineering Mechanics |
| Volume | 25 |
| Issue number | SUPPL. 2 |
| State | Published - Dec 2008 |
| Externally published | Yes |
Keywords
- Analytic method
- Failure pattern
- Impact
- Reticulated dome
- Strain rate
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