| 1. | The bending stress is zero for the element at b .
在B处的单元体，弯曲应力为零。 |
| 2. | Draw a view of this element with the stress placed thereon .
画出此单元体，将应力标在其上。 |
| 3. | Draw the element for maximum shear stress and mark values of all stresses .
画出最大剪应力的单元体并标出全部应力值。 |
| 4. | We begin by considering a spherical element in an unstressed body .
现在从考察一无应力物体中的圆球形单元体开始讨论。 |
| 5. | An element of the material at such a point behaves like a crystal of the orthorhombic system .
材料中此点附近的一个单元体，其表现犹如正交晶系的晶体。 |
| 6. | We have shown surface tractions on three rectangular boundary surfaces of the body .
在这个单元体的三个互相垂直的边界上，我们指明了作用在这些边界面上的面力。 |
| 7. | The bending stress is zero for the element at b
在b处的单元体，弯曲应力为零。 |
| 8. | Fractal and statistical analysis of the strength of jointed rocks
节理岩体表征单元体的分形几何研究 |
| 9. | Voxel - based 3d modeling for rapid prototyping manufacturing
快速成型中基于立方单元体的三维模型及其应用 |
| 10. | On cell cube for quality evaluation of urban underground space resource
城市地下空间资源质量评估基本单元体的研究 |
