| 爆炸冲击波作用下围岩与被覆结构的动力相互作用 |
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| 引用本文： | 孙惠香,路锋,迟维胜,康婷,刘远飞. 爆炸冲击波作用下围岩与被覆结构的动力相互作用[J]. 爆炸与冲击, 2017, 37(4): 670-676. DOI: 10.11883/1001-1455(2017)04-0670-07 |
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| 作者姓名： | 孙惠香 路锋 迟维胜 康婷 刘远飞 |
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| 作者单位： | 空军工程大学航空航天工程学院,陕西西安,710038;西安天风建筑安装工程有限公司,陕西西安,710025 |
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| 摘 要： | 爆炸作用下围岩与被覆结构的动力相互作用对于合理确定防护结构荷载、科学设计被覆结构具有重要意义。运用ANSYS/LS-DYNA非线性显式动力有限元程序和流-固耦合算法，对垂直爆炸作用下不同爆距、不同跨度的地下结构与围岩的动力相互作用进行了数值模拟，应用波动理论进行了动力相互作用力分析，讨论了相互作用动载计算公式在岩石结构中的适用性，得到了围岩与被覆结构的最大相互作用力变化规律。研究结果表明:在距拱顶1~25 m垂直爆炸作用下，14~25 m跨地下结构都发生了拱顶局部破坏，整个拱的混凝土均会产生震动裂缝；当爆距为4 m时，围岩与结构的动力耦合作用最大，可以作为确定最大荷载的依据。
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| 关 键 词： | 爆炸冲击波 地下结构 数值模拟 动力相互作用 |
| 收稿时间： | 2015-11-28 |
Dynamic interaction between surrounding rock and initial supporting structure subjected to explosion shock wave |
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| Sun Huixiang,Lu Feng,Chi Weisheng,Kang Ting,Liu Yuanfei. Dynamic interaction between surrounding rock and initial supporting structure subjected to explosion shock wave[J]. Explosion and Shock Waves, 2017, 37(4): 670-676. DOI: 10.11883/1001-1455(2017)04-0670-07 |
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| Authors: | Sun Huixiang Lu Feng Chi Weisheng Kang Ting Liu Yuanfei |
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| Affiliation: | 1.Aeronautics and Astronautics Engineering College, Air Force Engineering University, Xi'an 710038, Shaanxi, China2.Xi'an Tianfeng Construction and Installation Engineering Company, Xi'an 710025, Shaanxi, China |
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| Abstract: | The dynamic interaction between the surrounding rock and the initial supporting structure is essential for determining the load of the underground structure and designing the supporting structure.Using the nonlinear dynamic finite element procedure of ANSYS/LS-DYNA and the fluid-solid coupling algorithm,we simulated the underground arch structures with different spans subjected to the shock wave produced by an explosion perpendicular to the vault.Based on the wave theory we also analyzed the dynamic interaction force between the surrounding rock and the supporting structure and the applicability of the dynamic load equation,and obtained the variation of the maximum interaction.The results show that,at a perpendicular explosion that occurs 1 ～25 m away from the vault,the structures with 14～25 m spans experience partial failure on the vault while the concrete structure of the whole structure forms overall cracks.The maximum dynamic interaction force is observed when the explosion occurs at a distance 4 m.Our study can serve as a basis in determining the maximum load for the design of the surrounding rock and the underground structure. |
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| Keywords: | explosion shock wave underground structure numerical simulation dynamic interaction |
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