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To define stress, we need an area element of arbitrary size and orientation without insisting that it have any particular shape.

为了定义应力,需要利用一个大小和方向任意而形状无特殊要求的面元。

The stress in the implants without countersink may distribut more evenly than that in those with countersink.

无防沉装置的设计较有防沉装置者应力分布更均匀。

Increase of 47% in the unconned compression strength compared to increase of 26% in the secant modulus at the maximum stress level, 25% in the secant modulus at half of the maximum stress level, and 23% in initial tangent modulus.

这一变化的数额膨润土10日至15 %,导致平均增加了47 %的无侧限抗压强度相比增加了26 %的割线模量的最高应力水平, 25 %的割线模量的一半的最大应力水平, 23 %的初始切线模量。

A Material nonlinear finite element analysis for the cast-in-place reinforced concrete hollow slab that occurs from initial loading, cracking, yielding to failing is carried on. The cracking load, ultimate load, the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained. A Material nonlinear finite element analysis for the single span hollow flat-plate floor is also carried on. The function of the concealed wide-flat beams is definite by analyzing the principal stress distribution diagram. The calculating results verify the theoretical analysis and give some important conclusions which are great useful to improve the constructing of the new flat-plate floor.

其次对空心板进行了从加荷、开裂、屈服直至破坏的全过程材料非线性有限元计算,得到了空心板在竖向荷载作用下的开裂荷载、极限荷载及位移和应力分布规律;还对单跨无梁楼盖进行了材料非线性有限元计算,通过分析主应力场明确了柱上暗扁梁的作用;有限元计算的结果验证了以上的理论分析并得到了一些重要的结论,对改进现浇空心板无梁楼盖的构造措施有重要的参考价值。

However, in designing the beamless slabs with equivalent frame method, the stress is an average values along the depth of section, which varies with the normal service state. Compared with the results by finite element method, the results gained by equivalent frame method cannot satisfy the requirement under the normal service state. Therefore, the tendons of beamless slabs should be designed and arranged based on the results of FEM taking account into vertical load and prestressed load.

本文通过分析,认为采用等代框架法进行无梁板设计时,其内力是基于截面平均的结果,在正常使用状态与实际受力状态有很大的不同,通过对比等代框架法和有限元计算的正常使用极限状态应力可知,按等代框架法设计的预应力布置并不能保证其正常使用极限状态的要求,据此提出了应根据无梁板在竖向荷载和预应力共同作用下弹性有限元分析结果进行预应力筋布置的建议。

Our results showed that the most appropriate rib's level for applying force was below the apex of scoliotic spine. From this appropriate level, the stress delivered to its conjunctive vertebra was the highest, as 1.3~1.8 times compared with others. Furthermore, the correction of Cobb's angle was also the highest, achieved 15%. The ML force was dominant in alteration of Cobb's angle, whereas the AP force was dominant in alteration of axial vertebral rotation. In addition, initial vertebral rotation influenced neither correction nor stress.

研究结果显示由凸点椎体的下一节对应之肋骨施力能使传入椎体具最高平均应力,较其他施力位置高出1.3到1.8倍之间,对柯卜氏角度可达15%的最佳矫正率;其中侧向施力主导冠状面上的矫正,而前后向施力主导扭转角度的矫正;另外椎体初始旋转角度对侧弯矫正和应力分布均无明显影响。

SEM analysis finds that the fractures are intercrystalline plus quasi-cleavage fractures under quasi-motionless state;with the increase of stress intensity factor,fractureschange from transcrystalline quasieleavage fractutes to microvoid-coalescence dimple plus cleavage frac-tures,The increase of fracture toughHess of 8090Al-Li alloy under high stress intensity factor is associ-ated with the deformation mechanism and the change of precipitation Free Zone of grain boundary.

扫描电镜分析发现,准静态下的断裂为沿晶和准解理混合断口;随着应力强度因于的增加,断裂从准解理断裂过渡到准解理和显微空穴聚集的韧窝断裂舶混合断口。高应力强度因于率下断裂韧度的提高与其变形机制和晶界无沉淀区的变化有关。

Tension-tension fatigue experiment was carried out at three different stress-level, the fatigue life and the S-N curve of the unnotched laminates were acquired.

进行了三种不同应力水平下的拉-拉疲劳试验,得到无孔试件的疲劳寿命及其S-N曲线;通过研究复合材料疲劳寿命预测的方法,建立了该无孔层合板剩余刚度疲劳累积损伤寿命预测模型。

This paper deals with the connection of CSV diffluence-power and structure and a new idea of initiative design was performed and the CSV volume was optimize designed, the visualization technique was carried out to study variator components stress.

本文主要研究了组合式无级变速器的分流功率与具体结构参数之间的关系,提出了一种主动没计的新思路,同时对组合式无级变速器的体积进行了优化设计,另外运用可视化技术对变速器部件的应力进行了研究。

The inefficiency problem during cold rolling of titanium sheet without tension exerted on it was investigated. The state equation of stress of titanium sheet under tensional effect is deduced on the basis of Hill's anisotropic yield criterion in combination with the anisotropic characteristics of titanium s mechanical properties.

针对钛板在无张力条件下冷轧效率低下的问题,首先结合钛材力学性能各向异性的特点,以Hill异性屈服准则为基础,推导出钛板在张力冷轧下的应力状态方程,从而在理论上阐明,钛板在张力条件下进行冷轧的可行性主要取决于其塑性变形条件及其所处的应力状态。

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