1) bi-body
两体两介质
1.
Direct shear tests are carried out to investigate the influence of the interface on the mechanical behaviors of bi-material and the bi-body.
采用直剪试验研究一体两介质和两体两介质接触界面力学性能的影响,以砂浆和混凝土构造宽度方向一致不同形状因子λ的不规则接触面,用以模拟工程体和地质体的相互作用。
2) bi-body specimen
两体两介质模型
3) bi-material specimen
一体两介质模型
4) Two-phase media
两相介质
1.
Advances in research on two-phase media dynamic problem;
两相介质动力学问题的研究进展
2.
On the basis of Biot’s theory and the u?p formulation, governing equations for dynamic problem in two-phase media are derived.
基于Biot理论和u-p列式,推导了两相介质动力问题的控制方程。
3.
The accuracy of modified MTF is also tested by numerical examples of two-phase media.
最后 ,通过两相介质两个数值实验 ,验证了该边界条件在模拟衰减波时的精度 。
5) two-phase medium
两相介质
1.
Fractal description of two-phase medium cementation plane roughness coefficient between rock and concrete;
岩石-混凝土两相介质胶结面粗糙系数的分形描述
2.
The dynamic response of the saturated,porous,elastic half-space,which is based on the soil mechanics model,is studied in this paper,and the saturated soil is taken as an elastic two-phase medium.
本文以饱水两相介质的土力学模型为研究对象,在假定两相介质为弹性介质条件下,采用了显式有限元法和透射边界进行了饱和弹性半空间动力响应问题的研究。
3.
The experimental data available in literature were employed to build the incremental ratio function for relative permeability of two-phase medium.
基于已有的岩心实验数据,构造了振动采油条件下两相介质相对渗透率的变化率函数。
6) poroelastic
两相介质
1.
The dynamic response of a beam resting on poroelastic half-space soil medium subjected to moving loads was studied analytically/numerically under conditions of plane strain.
假设响应函数形式,利用待定系数法求解了考虑固液耦合作用的两相介质在移动荷载作用下的土体位移,有效应力及孔压表达式。
2.
The dynamic response of a transversely isotropic poroelastic half-space soil medium subjected to moving loads was studied analytically/numerically under conditions of plane strain.
由忽略土粒压缩和土体自重的Biot波动方程出发,对荷载进行Fourier级数展开,假设了响应函数的级数形式,利用土体表面边界条件,由待定系数法求解了考虑固液耦合作用的两相介质在移动荷载作用下的土体位移、有效应力及孔压表达式。
补充资料：两体
1.犹两形。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条