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地铁隧道掘进爆破对既有埋地管道的动力影响
引用本文:梁瑞,包娟,周文海,王树江. 地铁隧道掘进爆破对既有埋地管道的动力影响[J]. 爆破, 2021, 38(1): 41-50. DOI: 10.3963/j.issn.1001-487X.2021.01.007
作者姓名:梁瑞  包娟  周文海  王树江
作者单位:兰州理工大学石油化工学院,兰州730050;兰州理工大学石油化工学院,兰州730050;兰州理工大学石油化工学院,兰州730050;兰州理工大学石油化工学院,兰州730050
基金项目:甘肃省自然基金;国家自然科学基金
摘    要:为研究爆破载荷作用下临近埋地管道的安全性,利用ANSYS/LS-DYNA建立炸药、岩土体、埋地管道的管土耦合模型,对爆破荷载下埋地管道的动力响应进行研究.通过监测管道迎爆面-背爆面特定单元的应力和速度时程曲线,发现距管道两端1/4处的迎爆面存在应力集中现象,背爆面有局部应力放大效应,10~21 ms时管道轴向振动速度最...

关 键 词:爆破载荷  埋地管道  动力响应  振动能量衰减

Dynamic Effects of Existing Buried Pipes in Metro Tunnels under Tunnel Excavation Blasting
LIANG Rui,BAO Juan,ZHOU Wen-hai,WANG Shu-jiang. Dynamic Effects of Existing Buried Pipes in Metro Tunnels under Tunnel Excavation Blasting[J]. Blasting, 2021, 38(1): 41-50. DOI: 10.3963/j.issn.1001-487X.2021.01.007
Authors:LIANG Rui  BAO Juan  ZHOU Wen-hai  WANG Shu-jiang
Affiliation:(School of Petrochemical Technology,Lanzhou University of Technology,Lanzhou 730050,China)
Abstract:In order to study the safety of buried pipelines under blast load,ANSYS/LS-DYNA is used to establish the coupled model of explosives,geotechnical bodies,and buried pipelines,so as to study the dynamic response of buried pipelines under blast load.By monitoring the pipeline blast surface-back blast surface specific unit stress and velocity time curve,it is found that 1/4 from both ends of the pipeline blast surface and there is a stress concentration,back blast surface has a local stress amplification effect,and the axial vibration velocity of the pipeline reaches the maximum at 10~21 ms;by changing the pipe wall thickness with 4 mm,6 mm and 9 mm,the pipeline meet-back blast surface of the axial effective stress,velocity,and the pipeline annular vibration wave energy are decreasing with the increase in pipe wall thickness.When the pipe thickness ratio i<0.0525,he explosive energy attenuates the fastest.When 0.0525≤i≤0.05375,attenuation indexη,β,κvalues are 26.7%.And when i≥0.06,the pipeline annular monitoring unit of the attenuation index law change tends to be consistent.
Keywords:blast loads  buried pipelines  dynamic response  vibration energy attenuation
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