首页> 外文期刊>Engineering analysis with boundary elements >Dynamic impedance functions for a rigid strip footing resting on a multi-layered transversely isotropic saturated half-space
【24h】

Dynamic impedance functions for a rigid strip footing resting on a multi-layered transversely isotropic saturated half-space

机译:动态阻抗函数用于位于多层横向各向同性饱和半空间上的刚性带状基础

获取原文
获取原文并翻译 | 示例

摘要

AbstractThis paper is concerned with the dynamic impedance functions (force-displacement relationships) of a surface rigid strip footing resting on a multi-layered transversely isotropic (TI) saturated half-space. The rigid footing is perfectly bonded to the layered half-space and is subjected to time-harmonic vertical, horizontal and moment loadings. The half-space under consideration consists of a number of horizontal layers with different thicknesses and an underlying half-space, which are all governed by the Biot's poroelastodynamic theory. The surface of the half-space can be either fully permeable or impermeable. The dynamic interaction problem is solved by employing an indirect boundary element method (IBEM), which uses Green's functions for uniform strip loads acting on the surface of a multi-layered TI saturated half-space. The discretization of the method is restricted to the footing-subsoil interface because of the layered half-space kernel functions, and the accuracy of the method would not be affected by the thickness of the discrete layers because of the exact dynamic stiffness matrix. Comparison with the existing solutions for the TI elastic and isotropic saturated media is conducted to verify the method, which are special cases of the more general problems addressed. Selected numerical solutions are presented to portray the influence of material anisotropy, frequency of excitation, surfaced drainage condition and layering on the dynamic impedance functions. Numerical results show that the dynamic impedance functions for the TI material can be significantly different from those of the isotropic material. The variation of the TI parameters alters the resonant frequencies of the layer and further alters the dynamic interaction between the layer and the footing.
机译: 摘要 本文关注的是基于多层横观各向同性(TI)饱和半桥的表面刚性条形脚的动态阻抗函数(力-位移关系)。空间。刚性基础完美地结合到了分层的半空间上,并承受时谐垂直,水平和弯矩荷载。所考虑的半空间由许多具有不同厚度的水平层和下面的半空间组成,所有这些均由比奥的孔隙弹性理论进行控制。半空间的表面可以是完全可渗透的或不可渗透的。通过使用间接边界元方法(IBEM)解决了动态相互作用问题,该方法使用格林函数对作用在多层TI饱和半空间表面上的均匀带钢载荷进行了处理。由于分层的半空间核函数,该方法的离散化仅限于基础-地基界面,并且由于精确的动态刚度矩阵,该方法的精度不受离散层厚度的影响。与现有的TI弹性和各向同性饱和介质解决方案进行了比较,以验证该方法,这是所解决的更普遍问题的特例。提出了一些数值解来描述材料各向异性,激发频率,表面排水条件和分层对动态阻抗函数的影响。数值结果表明,TI材料的动态阻抗函数可能与各向同性材料的动态阻抗函数明显不同。 TI参数的变化会改变层的共振频率,并进一步改变层与基础之间的动态相互作用。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号