明确正弯矩区组合扁梁的受力性能是进行结构分析的基础。
Clearly understanding the capacity of composite slim beam in the sagging moment region is the basis of structural analysis.
在弯矩分配中有很多的简化法。
实际上应力与弯矩不成正比。
The actual stress is not proportional to the bending moment.
极限扭矩与极限弯矩之间的相关关系。
The curve of interaction between ultimate moment and ultimate torque .
随着弯矩的增加股骨的应力有明显增加。
With the increase of bending moment, the stress of femur increases evidently.
如果附加弯矩产生的应力过大，螺栓便会断裂。
If the stress produced by the additional bending moment is too large, the bolt will break.
本文首先讨论薄板弯曲问题弯矩函数的物理意义。
The physical meaning of moment functions in plate theory is first discussed.
当法兰承受轴向拉力或弯矩时，应另行考虑其作用。
When flange is withstanding axial tension or crook moment, its purpose should be considered otherwise.
理论分析由实测弯矩推求桩身弯矩函数的方法，公式。
Theoretically analyzing the method and formula which can deduce the moment function of piles by measured bending moment through model tests.
在试验中，预应力次弯矩是通过调整支座高度来实现的。
In the test, the prestressed secondary moment is established by adjusting middle support height.
一般由升力所产生的弯矩对最终的弯矩只有很小的影响。
Bending moments produced by lift generally have only a small effect on the resultant bending moment.
最后进行在弯矩作用下蜂窝梁翼缘对腹板的约束作用分析。
The effect of flanges restraint on the web in castellated beams under uniform moment is analyzed.
柱梁线刚度比影响初始的弹性弯矩图，其中包括初始次弯矩。
The ratio of column rigidity to beam influences the original elastic moment and the secondary moment.
剪力键主要承受弯矩和剪力，从支座到跨中，其弯矩和剪力逐渐减小。
The shear keys bear moment and shear and decrease from support to mid-span.
这使螺栓在承受预紧力和工作载荷作用的同时，还要承受附加弯矩的作用。
This makes the bolt bear the preload and work load, but also bear the role of additional bending moment.
框架梁端的弯矩调幅系数的合理取值的价值在实际工程中似乎更能体现出来。
And for the frame beam end bending moment amplitude modulation factor seems embodiment its value in practice projects.
对框架结构梁端弯矩应如何调幅问题做一探讨，对以往设计提出修正性的建议。
The paper discusses how to regulate the amplitude of bending moment within beam end for frame structure, and presents revisal Suggestions for previous designs.
应力平衡法以主梁弯矩合理为目标，通过主梁上下缘应力平衡来求得拉索索力。
The stress balance method aims at the girders' reasonable moment, getting the cable forces by balancing the stress in girder's upper and lower margin.
研究了外部U形粘贴碳纤维布加固钢筋混凝土梁负弯矩区段斜截面的受力特性。
This paper makes experimental study of stress character of reinforced concrete beam's oblique section in negative area strengthened with U-jackets carbon fiber reinforced polymer (CFRP).
连续组合梁在内支座处的负弯矩区段会出现混凝土板受拉、钢梁受压的不利局面。
Adverse condition of concrete in tension and steel joist in compression occurs at inner support regions of continuous composite steel concrete beams.
弯矩图是内力图的一种，检验弯矩图正确与否的基本方法是导数的几何意义判定法。
The basic way that verifies whether bending moment diagram is correct is derivative judge.
所选用的弯矩-曲率关系是假定超过屈服后有一个水平段，即弯矩保持在极限值不变。
The moment-curvature relationship chosen is assumed to have a horizontal branch beyond yield, with the moment remaining constant at the ultimate value.
通过对某型飞机后机身设计弯矩图和试验弯矩图的比较，说明了这一方法的工程合理性。
Rationality of the method is made sure by being compared design plot of bend moment with experiment plot of bend moment of certain airplane AFT fuselage.
基于弹性半无限空间的幂级数法不能计算格构梁上的负弯矩区段，与数值分析的结果不符。
The negative moment of the beam can not be concluded by the method based on the half-space elastic foundation theory, but the negative moment is proved by the numerical analysis.
凡条件(4)项不符合，该钢计算弯矩的有效深度应符合6.1条，应适用于最远的一层张力。
Where condition (4) above is not fulfilled, the effective depth of the steel for the calculation of bending resistance in accordance with 6.1 should apply to the layer furthest from the tension face.
凡条件(4)项不符合，该钢计算弯矩的有效深度应符合6.1条，应适用于最远的一层张力。
Where condition (4) above is not fulfilled, the effective depth of the steel for the calculation of bending resistance in accordance with 6.1 should apply to the layer furthest from the tension face.
应用推荐