The objective of this work was to evaluate the theoretical capabilities of the non-destructive impact-response method in estimating the length and cross-sectional area of intact piles. Three-dimensional (3-D) axisymmetric finite element models were developed to simulate the testing. The results obta
Discrete element dynamic response of elastoplastic shells subjected to impulsive loading
β Scribed by Riera, Jorge D. ;Iturrioz, Ignacio
- Publisher
- John Wiley and Sons
- Year
- 1995
- Tongue
- English
- Weight
- 499 KB
- Volume
- 11
- Category
- Article
- ISSN
- 1069-8299
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