摘要
根据断裂力学的原理, 提出了脆性破裂的止裂准则, 给出了最小止裂方程. 利用 Er dogan的集中力的零频Green函数解, 分析了点力和简单分布力的位置对脆性破裂的稳定性和止裂的作用, 给出了若干典型条件下临界载荷、失稳边界线、止裂点的计算结果. 近距离力源引起的稳定性破裂, 对于解释一些蠕裂和构造的形成是有意义的; 不同距离力源引起的失稳破裂, 对于解释不同震级地震的发生和停止是有意义的. 强地震的发生有可能是远场力与近场力各种复合作用的结果. 本文的结果对于认识诱发地震的力学机制也有重要意义.
Based on the principle of fracture mechanics, the stop criterion of brittle fracture is proposed and the equation of minimal crack stop is given. By using the zero frequency Green function, the steadiness and stop of brittle fracture driven by the concentrated force and simple distributed forces in different locales are analyzed. The critical loading, unsteady boundary line and location of stop points under some typical conditions are calculated. The steady growth caused by the near forces is significant in interpreting the creep and the forming of some tectonics. Whereas the unsteady propagation caused by the forces in different distances from the crack is significant in interpreting the occurring and stop of earthquakes. It is suggested that the strong earthquakes may be the result of compound of the near field and far field forces. The results of this paper are also valuable for investigation of the mechanism of induced earthquake.
出处
《地震学报》
CSCD
北大核心
2005年第1期51-59,共9页
Acta Seismologica Sinica
基金
国家自然科学基金项目(40474018)
科技部社会公益研究专项资金项目(2001DIB20107)联合资助
中国地震局地球物理研究所论著05AC1002.
关键词
断裂力学
震源物理
地震破裂动力学
失稳
止裂
fracture mechanics
physics of earthquake source
dynamics of earthquake rupture
unsteady propagation
stop of fracture