全部

1·Direction of movement and hose axis muse lie in one plane to avoid torsion stress.

说明：运动方向与软管轴线应在同一平面内，以避免产生扭曲损坏。

2·Using the successive over-relaxation method, the difference values of the torsion stress function are determined.

用逐次超松驰迭代法求出了扭转应力函数差分值。

3·Drill string receives the complicated stress which is tension-compression stress, torsion stress, bending stress, etc.

在长期工作中，钻具承受拉伸、压缩、弯曲和扭转等复杂应力。

4·In order to resist the strong torsion stress associated with the support-less winding shape of the bridge, we activate structurally all the sides of its distorted volume.

为了减少由于缺少支持的环绕形状而产生的强大的扭转应力，设计师精心的斟酌桥梁各处的弯曲程度。

5·The principal tensile stress check is introduced in order to verify the adequacy of webs of segmental concrete girder Bridges for longitudinal shear and torsion.

主要拉应力检查旨在确认分段混凝土梁桥梁腹板用于纵向剪切与扭曲的充分性。

6·Compressive residual stress are the main factor in the increase of torsion fatigue limit.

喷丸后扭转疲劳极限提高的主要原因是残余压应力的作用。

7·The stress and displacement distributions of the bellows under torsion loading are investigated by using both finite element method (FEM) and equivalent cylinder method.

本论文分别采用有限元法和等效圆筒法对波纹管在扭转载荷作用下的应力分布和位移变化情况进行了计算。

8·The stress shielding rate, bending strength of different directions and torsion strength of the three different fixation methods were measured and compared.

然后对三种固定方法对固定骨段的应力遮挡率、不同加载方向的弯曲强度和扭转强度进行测试。

9·The box transition storey of tall building has the characters of rational stress distribution and large stiffness of bending, shearing and torsion.

高层建筑箱形转换层具有应力分布合理和抗弯、抗剪、抗扭刚度大等结构特性。

10·Using the interpolation models for both singular crack tip elements and other crack linear elements, the boundary element formulas of the torsion rigidity and stress intensity factors were given.

利用裂纹尖端的奇异元和线性元插值模型，给出了扭转刚度和应力强度因子的边界元计算公式。