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1)  shear plane
剪切面
1.
Determination of the shear plane quantity of shearing force bolt connection;
剪力螺栓连接剪切面数目的确定
2.
In this paper, through model test and non liner finite element analysis of direct shear model, sythetic shear strength of shear plane including discontinuity and rock bridge is studied in consideration of various normal stress, rock bridge persistant ratio and rock bridge distribution.
通过直剪模型试验和非线性有限元分析,研究了由结构面和岩桥组成的剪切面在不同法向应力、不同岩桥面积及不同岩桥分布型式等条件下的综合抗剪强度,较客观地评价了岩桥对剪切面抗剪强度指标的影响,初步探讨了岩桥的破坏机理。
3.
The shear plane of the former shows concave-convex fluctuation,and this equal to increasing effective shear area.
试验结果表明膨胀岩原状样与重塑样在剪切性状上表现出很大的差别,前者剪切面呈现凸凹起伏的性状,凸凹起伏的剪切面相当于增大了有效剪切面积,这对试验结果有一定的影响;试验结果也同时表现出原状膨胀岩的结构性对抗剪强度起着重要作用。
2)  shear surface
剪切面
1.
Experimental study on fractal character of shear surface of rock-soil aggregate mixture;
土石混合料剪切面分形特征试验研究
3)  shear outside the plane
面外剪切
4)  interfacial shear
界面剪切
1.
Solutions of elastic stresses of a single fiber-reinforced composite under an appliedload paralleI to the axis of the fiber are given, The radial distribution of the axial stress inthe matrix,the distribution of the axial stress in the fiber and that of the interfacial shearstress along the fiber are presented.
本文对受一平行于纤维轴向外加载荷的单纤维复合材料给出了弹性应力的剪套解,得到基体内轴向应力沿径向的分布,以及纤维轴向应力和界面剪切应力沿纤维长度上的分布,并讨论了纤维/基体弹性模量比对最大纤维轴向应力和最大界面剪切应力的影响,而且,还将该工作与前人的工作进行了比较,最后,该文还给出了多纤维复合材料的弹性应力解。
5)  fractured interface
剪切断面
6)  the shear plane
剪切平面
补充资料:不看金面看佛面
1.同"不看僧面看佛面"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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