1) iverted wdge hull
倒楔形壳体
2) rectangular sliding body
楔形滑体
3) wedge
[英][wedʒ] [美][wɛdʒ]
楔形体
1.
Experimental research on the fluid-structure interaction in water entry of 2D elastic wedge;
二维楔形体冲击入水时的流固耦合响应的实验研究
2.
Stability of High Rock Slope Formed by Complex Wedge;
复杂楔形体组合下的岩质高边坡稳定分析
3.
Qualitative and quantitative analysis of wedge stability
楔形体稳定的定性和定量分析
4) Wedge body
楔形体
1.
The coefficient of impact pressure peak of the wedge body with different angles was calculated and the rule of the coefficient was analyzed.
基于数值仿真的方法对二维刚性楔形体的入水砰击问题进行了研究。
2.
The relation between wedge body and the model of cutting slope is shown.
介绍了楔形体与开挖坡体模型之间的关系,提出了确定边坡开挖松动区范围的弹性理论分析方法。
3.
The relationship between wedge body and the model of cutting slope is analyzed to expound the possibility of applying wedge body theory to analyze the stress field of cutting slope according to the elastic plane-strain theory.
分析了楔形体与开挖坡体模型之间的关系,阐明可以用平面应变条件下的楔形体理论分析开挖坡体的应力场,给出了确定边坡开挖应力场的弹性理论近似解析方法,指出在计算坡体每一步开挖后的应力场的过程中,主要需通过分析上一步开挖后的坡体应力场、本步开挖卸荷量来实现,由此在坡体自上而下分步开挖过程中每一步开挖施工完成之后相应的应力场都可以计算出来。
5) wedge rock mass
楔形岩体
1.
The stability analysis and evaluation of wedge rock mass is a difficult problem in engineering field,and there are defects in the traditional evaluation method.
楔形岩体的稳定性分析和评价一直是工程界的难点,而传统评价方法又存在种种缺陷。
2.
The geological conditions are complex with many faults and clay courses which form over ten sets of unstable wedge rock mass.
宝珠寺电站左岸边坡开挖垂直高度200余m，地质情况复杂，存在多处断层及夹泥层，构成10余组不稳定楔形岩体。
6) wedge block
楔形体
1.
In this paper, according to the method that apply the mechanical meaning of stress function and its derivative on the boundary of elastomer to evaluation stress founction, we reached the general elastic stress solution of concentrated moment on the top of the asymmetric wedge block.
用应力函数及其导数在弹性体边界上力学意义求应力函数的方法，给出了非对称楔形体在楔顶受一集中力偶作用下的弹性应力一般解，并由此一般解给出了实际工程中几个重要问题的应力解。
2.
On the basis of the mechanical principle of the stress function and its derivative on the boundry of elastomer and the method of Heaviside function, the stress calculation of the function of nonlinear distributed force on the undersurface of nonsymmetric wedge block has been obtained.
用应力函数及其导数在弹性体边界上的力学意义和海维赛（Ｈｅａｖｉｓｉｄｅ）函数的方法，对非对称楔形体在楔面下部承受非线性分布压力作用的问题进行了应力计算，给出了应力一般解并进行了讨论，其结果具有理论和实际意义。
补充资料：鳞石英楔形双晶
鳞石英楔形双晶
鳞石英楔形双晶
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