1) D maximum shear stress tracing line
三维最大剪应力迹线
1.
The information along 3D maximum shear stress tracing line is completely ascertained with the method of parameter transformation,then the changing rule of the normal stress along 3D maximum shear stress tracing line is discussed based on co\|bevel method.
利用坐标变换法证明了一般三维塑性流动问题任意点应力状态 ,可以完全由三维最大剪应力迹线上的信息确定 ,进而利用共斜面法给出了三维塑性流动问题沿最大剪应力迹线正应力的变化规律。
2) trajectory of maximum shear stress
最大剪应力迹线
3) ultimate shear stress
最大剪应力
1.
To achieve easily and rapidly the key data of the yield shear stress and ultimate shear stress,the double-hole micro-shear,transistors and microchip machine MSP430F149 are used in the testing system.
通过双孔微剪切法、传感器和MSP430F149单片机,快速方便地获得材料的屈服剪应力、最大剪应力数据。
4) maximum shear stress
最大剪应力
1.
FEM analysis of the distributions of maximum shear stress in coating system with TiN/Si 3 N 4 double coating layers indicated that the distribution of maximum shear stress is better if the material with relatively low Young's modulus used as the surface layer.
采用有限元数值计算方法,模拟分析了TiN、Si3N4的双层涂层与GCr15基体体系中的最大剪应力分布。
2.
Based on the shear stress analysis on the different locations of the asphalt pavement structure,the paper obtains the distribution characteristics and rules of maximum shear stress under different depths of the pavement.
通过对沥青路面面层内不同位置的剪应力分析,得出了不同深度最大剪应力的分布特点及不同深度最大剪应力的分布规律。
3.
The analysis shows that maximum shear stress which come into surface-initiated under wheel load is beyond shear strength of asphalt binder.
计算结果表明,在假定的车轮荷载作用下,路面结构最大剪应力发生在路面表层,位置在轮迹边缘,其大小接近或超过常温下沥青混合料的抗剪强度,是导致半刚性路面产生TDC的主要原因。
5) maximum shearing stress
最大剪应力
1.
Through the experimental results and study on the reason of fracture,we considered that mean stress and maximum shearing stress were different in tension and compression,condition of fracture was proposed.
提出了考虑平均应力和最大剪应力共同影响、考虑了拉压异性的脆断条件。
2.
3, the distribution of maximum shearing stress under coating surface is rather beneficial for enhancing the fatigue life of bearings, whereas ratio t/a equ.
3时 ,表面下的最大剪应力分布对提高轴承疲劳寿命较为有利 ;t/a =0 。
6) main shear strength locus line
主剪应力迹线
1.
New concept of main shear strength locus line is proposed.
文中提出主剪应力迹线的概念,在《广》文所推方程基础上补充新的方程,重新对平面应力问题进行求解。
补充资料：剪迹
1.犹灭迹。
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