黏弹性边界条件在ANSYS有限元波场模拟中的实现
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
在ANSYS软件中应用黏弹性边界单元,用Combin14单元完成了黏弹性边界的施加。算例表明其可以很好地吸收边界反射波,且当切向刚度参数不变,法向刚度参数变化时,吸收效果不受影响,反之亦然,验证了其有效性和稳定性。
We present a method to realize viscoelastic boundary condition in ANSYS finite element software by using the Combin 14 element.The numerical results show that the method can well absorb the boundary reflection wave,and is insensitive to change of boundary normal stiffness parameters while the tangential stiffness parameters keep constant,and vice versa.The results also verify the effectiveness and stability of the method.
引文
1 Lysmer and Kuhlemeyer.Finite dynamic model for infinitemedia[J].Journal of Engineering Mechanics-Asce,1969,95(4):91-100.
    2 Novak and Hindy.Seismic analysis of underground tubularstructures[A].Proceedings of the 7th World Conference onEarthquake Engineering[C].Istanbul Turk:Turk Natl Common Earthquake Eng.,1980.
    3 Deeks,Randolph.Axisymmetrical time-domain transmittingboundaries[J].Journal of Engineering Mechanics-Asce,1994,120(1):25-42.
    4刘晶波,谷音,杜义欣.一致粘弹性人工边界及粘弹性边界单元[J].岩土工程学报,2006,28(09):1070-1076.(Liu Jingbo,Gu Yin and Du Yixin.Consistent viscous-springartificial boundaries and viscous-springboundary elements[J].Chinese Journal of Geotechnical Engineering,2006,28(09):1070-1076)
    5刘晶波,等.波动问题中的三维时域粘弹性人工边界[J].工程力学,2005,22(06):46-51.(Liu Jingbo,et al.Three dimensional viscoelastic artificial aoundaries in timedomain for wave motion problems[J].Engineering Mechan-ics,2005,22(06):46-51)

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心