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弯曲应力
bending stress
- 裂纹基本上平行于主梁纵向，既平行于名义弯曲应力。
The cracks are primarily parallel to the longitudinal direction of the girder and to the nominal bending stresses. - 剪切应力和弯曲应力的大小沿着梁的长度方向发生变化，并与到中性轴的距离有关。
The magnitudes of the shearing stresses and bending stresses vary along the length of the beam and with distance from the neutral axis . - 用边界单元法计算摆线-渐开线复合齿形轮齿根弯曲应力，并与标准渐开线齿轮进行了比较。
In this paper, the bending stresses of the gear tooth with cycloid-involute composite profile have been calculated by boundary element method.
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