应用再生核质点法实现了冲击过程的数值模拟。
Dynamic impact processes was analyzed and simulated with reproducing kernel particle method (RKPM).
针对土质边坡的稳定性问题，提出了利用无网格法中的再生核质点法（RKPM）进行弹塑性分析的方法。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
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