| 1. | This verifies the equivalence of pure shear and simple shear .
这就证明了线剪切与简单剪刀的等价性。 |
| 2. | Pure shear strain
纯剪应变 |
| 3. | Anisotropic parameters can be determined using six simple experiments , tensile tests ( or compression tests ) and pure shear tests
摘要对于三维屈服函数，正交异性材料异性参数的确定需要单拉（或单压） 、纯剪切等六个简单试验。 |
| 4. | Based on a yield function put forward by zhou weixian , pure shear yield curves can be obtained indirectly using six simple compression experiments , when pure shear experiments can ' t be finished
基于周维贤提出的屈服函数，针对无法进行纯剪切试验的情况，可以采用六个简单压缩试验间接地确定纯剪切屈服曲线。 |
| 5. | The heat flow history may be recovered by using the model of pure shearing , multi - stage stretching rift basin in the lithosphere structure for the present wanan and zengmu basins in the western nansha area
分析南沙西部海区万安、曾母盆地岩石圈结构现今特徵认为，该区可应用多幕拉伸的纯剪切裂谷盆地模型恢复盆地热流历史。 |
| 6. | Furthermore , shear type is simple shear - dominated at the early stage by analysis of wk from the method of polar mohr and pure shear component increases at the late stage by the methods of ecc . much synthetic extensional crenulation cleavage ecc is found in mylonitic rocks zone
不同方法求得运动学涡度wk介于0 . 453 ? 0 . 809间，表现为一般剪切作用类型，其中早期为以简单剪切组份为主、晚期为以纯剪组份为主的一般剪切作用类型。 |
| 7. | The formulas to the moment of resistance on the action of the pure moment and to the resisting shear considering the contribution of the concrete haunch on the action of the pure shear are then given . the method to the capacity at the mutual action of moment and shear is analyzed emphatically
在计算抗弯承载力时，不计板托作用，计算截面抗剪承载力时，不计混凝土部分的抗剪作用，这些简化对于有托尤其是深托组合梁是保守的。 |
| 8. | When pure shear wave propagate in anisotropy media , even thought propagation direction is parallel to the direction of aligned cracks , experimental results exhibit that only two kinds of shear - wave velocity can be measured - fast shear wave and slow shear wave neglecting polarization direction
这个实验结果进一步表明，纯横波在各向异性介质传播时，即横波的传播方向与裂隙平行，无论横波的偏振怎样改变，只能观测到两种横波速度，快横波和慢横波。 |
| 9. | These clearly demonstrate that the mcc formatted by long - history processes with poly stages . by strain analysis , the fabrics deformational style of the yagan mcc are mainly shearing type , the yagan mcc is mainly a thinning shear zone with volume loss , which varies from - 31 % ~ - 58 % . analysis of kinematic vorticity ( wk varies from 0 . 453 - 0 . 809 ) shows shear type of the shear zone is neither pure shear nor simple shear but general shear
应变分析表明，亚干变质核杂岩主期变形为以剪切变形为主(罗德系数u在0 . 08 ? 0 . 32间)压扁次之( u0 . 89 )的变形类型，核杂岩区为一有体积损失的减薄型剪切带，体积损失率达- 31 ? - 58 。 |
