| 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. | The remote bending stress at the plate surface was measured .
板表面处的远场弯曲应力已被测出。 |
| 3. | The equation gives the value of the bending stress at any distance v from the neutral axis .
此式给出了至中性轴任意距离V处的弯曲应力值。 |
| 4. | Find the value of the bending stress and the deflection at the center if the ribs are omitted .
如果略去肋条，求中心处的弯曲应力和挠度之值。 |
| 5. | The cracks are primarily parallel to the longitudinal direction of the girder and to the nominal bending stresses .
裂纹基本上平行于主梁纵向，既平行于名义弯曲应力。 |
| 6. | It is obvious that the loading of fig. 19(a)produces both direct tension and bending stress on the cross section .
显然，图19（a）的加载在截面上产生了正的拉应力弯曲应力。 |
| 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. | Straight line plot of the bending stress
弯曲应力直线图 |
| 9. | Yield point under bending stress
弯曲应力下的屈服点 |
| 10. | Standard practice for making and using u - bend stress - corrosion test specimens
制作和使用u形弯曲应力腐蚀试样 |
