The time-domain Dual Boundary Element Method (DBEM) is developed to analyse rapidly growing cracks in structures subjected to dynamic loads. Two-dimensional problems, where the velocity of the crack growth is constant and the path is not predefined are studied. The present method uses the dual bound
β¦ LIBER β¦
The rapidly growing thyroid mass
β Scribed by A. Sitges-Serra
- Publisher
- John Wiley and Sons
- Year
- 2006
- Tongue
- English
- Weight
- 115 KB
- Volume
- 93
- Category
- Article
- ISSN
- 0007-1323
- DOI
- 10.1002/bjs.5360
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