| 1. | Cohesion is best defined in terms of the plot of shear stress versus normal stress given in figure 9 .
粘结力最好根据图9中剪切应力和法向应力的关系曲线确定。 |
| 2. | Friction and cohesion are best defined in terms of the plot of shear stress versus normal stress given in figure 9 .
摩擦角和粘结力最好是根据图9中剪切应力和法向应力的关系曲线确定。 |
| 3. | Second normal - stress difference
第二法向应力差 |
| 4. | First normal - stress difference
第一法向应力差 |
| 5. | Critical normal stress
临界法向应力 |
| 6. | Maximum normal stress
最大法向应力 |
| 7. | Normal stress distribution on the inner cylinder forced by power law fluid flowing in annulus with inner cylinder executing a planetary motion
幂律流体在内管做行星运动的环空中流动时的内管法向应力分布 |
| 8. | The mohr - coulomb criterion assumes that failure occurs when the shear stress on any point in a material reaches a value that depends linearly on the normal stress in the same plane
莫尔库仑准则假定破坏发生在材料中任意点的剪应力某一值，该值线性依赖于在该面的法向应力。 |
| 9. | The long term strength prediction method is put forward under the assumption that cohesion c varies in the same way as friction angle , and shearing stress varies in the same way as normal stress
依据双曲线应力应变关系，假设堆石结构强度c与内摩擦角的变化规律相同，剪应力与法向应力的变化规律相同，得出堆石长期强度的求解方法与过程。 |
| 10. | As for side box girder , the elastic theoretical solution has been introduced . the method is based on stress function and regards side box girder as combine of plate element and shell element . then the force and stress formulae for flanges have been derived
对于边箱式截面主梁，本文介绍了弹性理论解法，基于翼板单元应力函数，将边箱梁视为板单元和筒壳单元的组合体，从弹性力学出发，推导出板中法向应力。 |
