1.
A beam of channel croas section was analysed closely,. its large deformation and critical moment was given.
本文仔细分析了一个槽形截面梁的大变形并给出了其临界弯矩。
2.
The Calculatiou of critical load by torsion angle-bending moment matix;
用转角弯矩矩阵确定压杆的临界荷载
3.
Eular crippling stress
（纵向弯曲）欧拉临界应力
4.
Boundary integration method of bending of thick rectangular plate with the corner paint hang in the air
角点悬空弯曲厚矩形板的边界积分法
5.
Bending of thick rectangular plates with adjacent simply supported andtwo-fixed edges under hydrostatic pressure;
复杂边界厚矩形板在静水压力作用下的弯曲
6.
Bending of thick rectangular plates with adjacent simply supported,one fixed and one free edges under hydrostatic pressure
静水压力作用下复合边界条件厚矩形板的弯曲
7.
In the calculation of fixed end moments, joints B and C are temporarily locked.
在计算固端弯矩时，临时锁住共点B和C。
8.
Study of Critical Equivalent Crack of Three-Point Bending Beam;
三点弯曲梁临界等效裂缝长度的研究
9.
The smallest load capable of maintaining the bar in a slightly bent form is called the critical or bucking load.
使杆保持稍微弯曲形状的最小载荷称为临界载荷或临界压曲载荷。
10.
Resistance to Overturning Critical Force Research of Cold-formed Thin-walled C Steel Compression Member;
冷弯薄壁C型钢压杆整体稳定临界力的研究
11.
Solving Deflection of HP-IP Rotor for a 600MW Supercritical Unit by Dynamic Balance Test
600MW超临界机组高中压转子弯曲的动平衡修复
12.
CFD Study on Supercritical Water Flow and Heat Transfer in Rectangular Channel With Mixing Vane
带交混翼矩形流道内超临界流动传热CFD研究
13.
Analysis on Spindle Rotor Critical Speed Based on Transfer Matrix Method
基于传递矩阵法主轴转子临界转速分析
14.
While at the corner there are corner conditions: deflection or reaction also.
沿每个边有两个边界条件：挠度或等效剪力，斜度或弯矩应分别等于沿边界的已给值。
15.
The beams are designed with respect to the bending moment.
梁是按照弯矩设计的。
16.
On the influence of the bending moment waveform disturbance on the pure bending beam flexion
弯矩波形扰动对纯弯梁弯扭屈曲的影响
17.
By thisequation, the bending problem and buckling load of a circular plate were discussed.
利用它对弯曲问题进行分析,并求得了圆板的压屈临界载荷。
18.
These materials become quite soft and flexible above critical temperature.
这些材料在临界温度以上变得十分柔软和易于弯曲。