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爆炸冲击荷载作用下横观各向同性半无限弹性介质的动力响应
引用本文:闫宇振,申昭熙,王子昆. 爆炸冲击荷载作用下横观各向同性半无限弹性介质的动力响应[J]. 水力发电学报, 2004, 23(6): 55-60
作者姓名:闫宇振  申昭熙  王子昆
作者单位:西安理工大学水利水电学院,西安,710048;西安交通大学建力学院,西安,710049;西安交通大学建力学院,西安,710049
摘    要:本文视土岩介质为横观各向同性均匀弹性体,用正弦波的半周期模拟爆炸冲击荷载的情况,利用三维弹性动力学的基本原理研究了爆炸冲击荷载作用下半无限弹性介质的动力响应,并给出了算例的解析解结果。该方法可用于解决土木工程基础开挖中预留保护层及建筑物爆破振动防护的问题。

关 键 词:爆炸力学  动力响应  固体力学  三维弹性动力学  横观各向同性弹性体  基础开挖保护层
修稿时间:2004-03-23

The dynamical response of transversely isotropic elastic media in half-space with a blasting impact load subjected to its surface
YAN Yuzhen ,,SHEN Zhaoxi ,WANG Zikun. The dynamical response of transversely isotropic elastic media in half-space with a blasting impact load subjected to its surface[J]. Journal of Hydroelectric Engineering, 2004, 23(6): 55-60
Authors:YAN Yuzhen     SHEN Zhaoxi   WANG Zikun
Affiliation:YAN Yuzhen 1,2,SHEN Zhaoxi 2,WANG Zikun 2
Abstract:Considering soil and rock media as a transversely isotropic elastic body and the condition of a blasting impact load simulated by a half period of sine wave, the three dimensional theory of elastic dynamics is used to solve the dynamical response of elastic media in half space with a blasting impact load subjected to its surface, the analytic solutions of an example is presented in this paper. This method can be used to solve some problems such as how to obligate to protect structure from blasting vibration in exacvation of rock foundation.
Keywords:blasting mechanics  dynamical response  solid mechanics  three dimensional elastic dynamics  transversely isotropic elastic body  a protective layer in excavation of rock foundation  
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