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shear angle相关的网络例句

查询词典 shear angle

与 shear angle 相关的网络例句 [注:此内容来源于网络,仅供参考]

In this paper, we review relationship of bulk and shear modulus and apply the Gassmann's equation to predict shear modulus.

本文对体变模量和剪切模量之间的关系进行讨论,并使用Gassmann方程来预测剪切模量。

At low shear rate, the beood of human body perform as Casson fluid, but at high shear rate incline toward Newtonian fluid.

在低剪变率条件下人体血液表现为卡森流体,在高剪变率条件下则趋向于牛顿流体。

However, the Casson equation agrees well only when the shear rate is less than 10 s?1. The flow field of the carotid bifurcation usually covers a wide range of shear rate. We therefore believe that it may not be sufficient to describe the property of blood only using the Casson equation in the whole flow field of the carotid bifurcation.

然而Casson模型只有在低切变率条件下才与血液吻合的较好,而在颈动脉分岔血管中切变率值的分布范围却很广,因此,我们有理由认为,在整个颈动脉分岔血管流场中均采用Casson模型来模拟血液的本构关系是不够的。

It is shown that the mechanical properties including Young's modulus, tensile strength, critical strain and stress under buckling can be enhanced with the decreasing of intershell spacing. The shear strength can be enhanced by 2-3 orders of magnitude when the intershell spacing is reduced to 20%, which is also dependent on commensuration. Zigzag-type carbon nanotubes have higher shear strength. The axial stress in tubes when the load transferring from outmost tube to inner tube is observed as well.

研究了单壁纳米管束横截面的六方化失稳现象,给出各种管径的面内压力-应变关系曲线;每条曲线都给出一个明显的拐点而且有很强的非线性;线弹性模量与参考构形有关,也受管直径的影响;分析了管束横截面的晶格不稳定性特征,表明晶格的缺陷能够明显的减小临界值;模拟了在不同应变下纳米管束对静水压的反应,发现不同压力下的截面形态不同,在很高压力下相邻管之间会形成化学键。

Through referring related documents and analysis of builded bridges home and abroad, this dissertation makes anslysis on design of whole bridge on the basis of design theory for general box-girder, and combined with the design of Long-March bridge. There makes a special research on shear connecter which connecte corrugated steel webs with concrete board up and down. Design method of shear connecter is discussed.

本文在参阅国内外有关文献及实桥资料的分析,以普通混凝土箱形梁设计理论为基础,结合长征桥的设计,分析了整个桥梁的设计过程,尤其对波形钢腹板和顶底板混凝土的剪力连接件进行了研究,给出了计算方法。

The critical Reynolds number decreases with countercurrent shear stress and increases with cocurrent shear stress.

切应力对表面波的稳定性作用与气流方向和液膜的流动状态相关。

In situ SEM observations have revealed that fatigue crack propagation is caused by the shear band decohesion around the crack tip and the formation and cracking of the shear band is mainly caused by the plasticity generated in the loading part of a load cycle.

论文摘要: In-Situ SEM的研究揭示了疲劳裂纹的扩展是由裂纹尖端附近的剪力区散屑和生成热引起的,而剪力区裂纹主要是在循环负载下受载部位产生塑性变形引起。

Result Asymmetric inlet velocity profile deflexion could increase the area of low shear stress and the gradient of shear stress.

结论不对称入口速度剖面可能是诱发动脉粥样硬化发生的一个危险因子。

The vertical stiffness decreases with shear deformation increase and the ratio of quantity of vertical deformation producing shear deformation and vertical stress is variable.

结果是随着剪切变形的增加,隔震橡胶支座的竖向刚度逐渐减小:由剪切变形和竖向压力产生的竖向沉降量的比例是不断变化的。

The assessment formula for shear capacity was established as well, and in which various impact factors of shear strength was considered comprehensively.3. Directed against the main forms of transverse connection in concrete beam bridges, model test and finite element analysis were carried out to find the impact laws of damage on concrete T-beam bridges, in which the three ways of hinged joint, flange rigid connection and cross slab rigid connection were considered. Transverse distribution and degenerate state of transverse connection were studied under various damage conditions. Based on the analysis of test and simulation results, the rule of live load adjustment coefficient of T-beam bridge was put forward, as well as the calculation formula.4. In view of the influence of the damaged transverse connections to load effect, the load effect model was amended by live load adjustment coefficient.

依据损伤出现频率与重要性等级,提出典型损伤混凝土梁式桥按体系损伤、构件损伤和材料损伤三个层次进行评定的原则。2、基于构件和材料层次损伤评估研究成果,对比分析损伤机理和适用条件,提出了《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTG D62-2004)抗弯承载力修正计算公式、抗剪承载力修正计算公式以及综合考虑抗剪强度影响因素的抗剪承载力评定公式。3、针对混凝土梁式桥主要横向连接形式,分别按铰结、翼缘刚接和横隔梁刚性连接损伤对T桥梁桥承载能力的影响进行了模型试验和有限元分析,研究了不同损伤工况对T梁桥荷载横向分配的影响及横向连接状态退化情况。

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