谐波振动冲击下岩石系统能量的建模

Haige Wang, Guodong Ji, L. Cui, Siqi Li, T. Yan, Zihe Chen
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引用次数: 0

摘要

本文提出了哈密顿函数,并对谐波振动冲击下岩石的系统能量进行了建模。建模包括无阻尼岩石系统能量方程和有阻尼岩石系统能量方程两个方面。最后给出了数值模拟结果。考虑了四个主要控制参数,包括岩石固有频率、冲击频率、冲击力和阻尼系数。证实了岩石的系统能量会随着冲击频率和冲击力的增加而增加。而冲击力、阻尼系数和岩石刚度将主要决定系统能量的振动幅值。
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Modeling of System Energy of Rock Under Harmonic Vibro-Impact
Hamiltonian function is proposed and the modeling of system energy of rock under harmonic vibro-impact is undertaken in this study. The modeling includes two aspects, namely, energy equation of rock system with no damping and the one with damping. Also, the results of numerical simulation are presented. Four main control parameters are considered, including natural frequency of rock, impact frequency, impact force, damping coefficient. It is confirmed that the system energy of rock will increase with the increase of natural frequency impact frequency and impact force. While impact force, damping coefficient and stiffness of rock will mainly decide the vibration amplitude of system energy.
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