## Abstract This paper presents an unconditionally stable explicit algorithm for the direct integration of the structural dynamic equations of motion. The algorithm is restricted to a diagonal mass matrix and positive definite symmetric stiffness and damping matrices. The algorithm is based on spli
โฆ LIBER โฆ
An analysis of an unconditionally stable explicit method
โ Scribed by Robert Mullen; Ted Belytschko
- Publisher
- Elsevier Science
- Year
- 1983
- Tongue
- English
- Weight
- 556 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0045-7949
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We discuss how to combine a front tracking method with dimensional splitting to solve systems of conservation laws numerically in two space dimensions. In addition we present an adaptive grid refinement strategy. The method is unconditionally stable and allows for moderately high CFL numbers (typica