A semi-analytical integration scheme is described in this paper which is designed to reduce the errors incurred when integrals with singular integrands are evaluated numerically. This new scheme can be applied to linear triangular elements for use in steady-state elastodynamic BEM problems and is pa
β¦ LIBER β¦
On isoparametric vs linear strain triangular elements
β Scribed by J. A. Stricklin; W. S. Ho; E. Q. Richardson; W. E. Haisler
- Publisher
- John Wiley and Sons
- Year
- 1977
- Tongue
- English
- Weight
- 167 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
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