期刊文献+

地下圆形衬砌洞室在平面P波入射下的动应力集中:三维级数解 被引量:3

Three-dimensional series solution for dynamic stress concentration of an underground cylindrical lined cavity subjected to incident plane P waves
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摘要 利用波函数展开法,研究了地下圆形衬砌洞室在入射平面P波作用下的动应力集中问题并给出了三维级数解。研究表明:(1)衬砌刚度对环向与轴向动应力集中系数都具有重要影响,刚性衬砌、无衬砌和柔性衬砌三种情况下的动应力集中系数在空间上的分布基本相同,但刚性衬砌情况的动应力集中系数最大,无衬砌情况次之,柔性衬砌情况最小,波阵面夹角入射时1δ=45°,环向与轴向动应力集中系数最大可分别达到16.62与8.53;(2)随着入射频率的增大,环向动应力集中系数在多数情况下逐渐减小;(3)波入射角度对动应力集中系数也有很大影响,随着入射波与y轴夹角2δ的增加,环向动应力集中系数总体上逐渐减小,而轴向动应力集中系数多数情况下逐渐增大。 By using series expansion method,dynamic stress concentration of an underground cylindrical lined cavity under incident plane P waves is studied,and the three-dimensional series solution is presented.The studied results show that:(1) the rigidity of line has great effect on hoop and axial dynamic stress concentration factor,the factor distributions of cavities with rigid lining,without lining,and with flexible lining are the same,but it is the highest for a cavity with rigid lining,and it takes second place for an unlined cavity,and it is the lowest for a cavity with flexible lining;the hoop and axial dynamic stress concentration factor can be attained 16.62 and 8.53 under the angle δ1=45° which made by incident wave front within x-y plane;(2) as the incident frequency increases,the hoop dynamic stress concentration factor decreases gradually in most cases;(3) the angles of the incident waves also plays an important role in the dynamic stress concentration factor,as the incident angle δ2 with y-axis increases,the hoop dynamic stress concentration factor decreases gradually on the whole,and the axial dynamic stress concentration factor increases gradually in most cases.
出处 《世界地震工程》 CSCD 北大核心 2010年第3期115-122,共8页 World Earthquake Engineering
基金 国家自然科学基金项目(50378063) 辽宁省教育厅高等学校科研计划项目(2008058)
关键词 衬砌洞室 P波 动应力集中 三维级数解 lined cavity P waves dynamic stress concentration three-dimensional series solution
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参考文献6

  • 1Lee V W,Karl J.Diffraction of SV waves by underground,circular,cylindrical cavities[J].Soil Dynamics and Earthquake Engineering,1992,11(8):445-456.
  • 2Lee V W,Karl J.Diffraction of elastic plane P waves by circular,underground unlined tunnels[J].European Journal of Earthquake Engineering,1993,6(1):29-36.
  • 3Davis C A,Lee V W,Bardet J P.Transverse response of underground cavities and pipes to incident SV waves[J].Earthquake Engineering and Structural Dynamics,2001,30(3):383-410.
  • 4纪晓东,梁建文,杨建江.地下圆形衬砌洞室在平面P波和SV波入射下动应力集中问题的级数解[J].天津大学学报,2006,39(5):511-517. 被引量:29
  • 5Abramowitz M.,Stegun I A.Handbook of Mathematical Functions,with Formulas,Graphs,and Mathematical Tables[M].New York:Dover Publisher,1972.
  • 6Pao Y H,Mow C C.Diffraction of Elastic Waves and Dynamic Stress Concentrations[M].New York:Crane Russak and Company,Inc.,1973.

二级参考文献10

  • 1梁建文,张浩,Vincent W Lee.地下双洞室在SV波入射下动力响应问题解析解[J].振动工程学报,2004,17(2):132-140. 被引量:27
  • 2梁建文,张浩,Vincent WLEE.平面P波入射下地下洞室群动应力集中问题解析解[J].岩土工程学报,2004,26(6):815-819. 被引量:34
  • 3Pao Y H, Mow C C, Diffraction of Elastic Waves and Dynamic Stress Concentrations [ M ]. New York : Crane Russak and Company, Inc, 1973.
  • 4Lee V W, Trifunac M D. Response of tunnels to incident SH-waves [ J ]. Journal of Engineering Mechanics, ASCE,1979, 105:643-659.
  • 5Lee V W, Karl J. Diffraction of SV waves by underground,circular, cylindrical cavities [ J ]. Soil Dynamics and Earthquake Engineering, 1992, 11:445-456.
  • 6Lee V W, Karl J. On deformations of near a circular underground cavity subjected to incident plane P waves[J]. European Journal of Earthquake Engineering, 1993 (1) :29-36.
  • 7Davis C A, Lee V W, Bardet J P. Transverse response of underground cavities and pipes to incident SV waves [J].Earthquake Engineering and Structural Dynamics, 2001,30:383--410.
  • 8Abramowitz M, Stegun I A. Handbook of Mathematical Functions, with Formulae, Graphs, and Mathematical Tables[M]. New York: Dover Publisher, 1972.
  • 9史文谱,刘殿魁,林宏,张耀良.半无限空间中稳态P波在衬砌周围的散射[J].地震工程与工程振动,2002,22(3):19-26. 被引量:21
  • 10齐辉,王艳,刘殿魁.半无限空间界面附近SH波对圆形衬砌的散射[J].地震工程与工程振动,2003,23(3):41-46. 被引量:19

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二级引证文献10

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