Study on critical failure vibration velocity of arch with vertical wall lining subjected to blasting vibration
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Study on critical failure vibration velocity of arch with vertical wall lining subjected to blasting vibration
Vol. 29, Issue 8, (2008)
作者机构:
1. 武汉理工大学 资源与环境工程学院,武汉,430070
2. 武汉大学 水利水电学院,武汉,430072
3. 湖北水利水电总公司,武汉,430061
作者简介:
基金信息:
DOI:
CLC:TU434
Online First:02 August 2013,
Published:2008
稿件说明:
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YI Chang-ping, LU Wen-bo, ZHANG Jian-hua, et al. Study on critical failure vibration velocity of arch with vertical wall lining subjected to blasting vibration[J]. 2008, 29(8).
DOI:
YI Chang-ping, LU Wen-bo, ZHANG Jian-hua, et al. Study on critical failure vibration velocity of arch with vertical wall lining subjected to blasting vibration[J]. 2008, 29(8).DOI:
Study on critical failure vibration velocity of arch with vertical wall lining subjected to blasting vibration
The function of complex variable and stress wave theory are employed to study the stress and vibration velocity distribution of arch with vertical wall lining(AVWL) induced by blasting vibration; then the critical failure vibration velocity of AVWL is gotten when the incidence angles of incident wave are different. Firstly
the AVWL is mapped into a circularity whose outside radius is bigger than 1 but inside radius is equal to 1
and then the dynamical response of the circularity is solved under the acting of harmony P wave. The result shows that the incidence angle of incident wave has large influence on failure vibration velocity of AVWL
when the incidence angle is 90?
0?
270?
the critical failure vibration velocity of lining is decrease by degrees.