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岩石冲击破坏的数值流形方法模拟

刘红岩 秦四清 李厚恩 马平 孙强

岩土工程学报2007,Vol.29Issue(4):587-593,7.
岩土工程学报2007,Vol.29Issue(4):587-593,7.

岩石冲击破坏的数值流形方法模拟

Simulation of impact failure of rock by numerical manifold method

刘红岩 1秦四清 1李厚恩 1马平 1孙强1

作者信息

  • 1. 中国科学院工程地质力学重点实验室,北京,100029
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摘要

Abstract

Impact failure of rock is a kind of typical dynamic problem. In order to perfectly analyze the dynamic problem by use of numerical manifold method (NMM), the Newmark method of dynamic finite element method was adopted to improve the algorithm in original NMM on the basis of analyzing the solution idea of dynamics problem in NMM. There were three obvious advantages in the improved method over the original one: ①The solution of this method was convergent without any condition when suitable parameters were selected; ②The time step adopted in this method was much longer than that in the original one;③The damping effect in the dynamic problem was fully considered. In the end, a calculation example was used to illustrate the application of this method in simulation of the whole process of impact failure of rock, which overcame the shortcomings of FEM in simulating the block movement after rock failure.

关键词

岩石/冲击破坏/数值流形方法/块体运动/动力学

Key words

rock/impact failure/numerical manifold method (NMM)/block movement/dynamics

分类

建筑与水利

引用本文复制引用

刘红岩,秦四清,李厚恩,马平,孙强..岩石冲击破坏的数值流形方法模拟[J].岩土工程学报,2007,29(4):587-593,7.

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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