Abstract
In order to simplify the complex modeling and increase the analysis efficiency of reticulated domes under impact, a single-layer Kiewitt-8 reticulated dome under vertical impact was simulated by ANSYS/LS-DYNA. The failure mode was distinguished and the impact force-time curves were acquired. Analysing the characteristics of impact load and according to the momentum theorem and the law of conservation of energy, a simplified force-time function model was presented. With the aid of this simplified model, the impact resistance capacity of the structure was simply and effectively estimated.
| Original language | English |
|---|---|
| Pages (from-to) | 33-38 |
| Number of pages | 6 |
| Journal | Zhendong yu Chongji/Journal of Vibration and Shock |
| Volume | 34 |
| Issue number | 1 |
| DOIs | |
| State | Published - 15 Jan 2015 |
| Externally published | Yes |
Keywords
- Failure mode
- Impact
- Impact force model
- Single-layer reticulated dome
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