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shear force相关的网络例句

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

The three groups were loaded and analyzed under the same loading according to the mean value of the bite force of incisors. RESULTS:(1)The maximum stress of dentin in group A was twice higher than that in group B. The maximum primary stress, minimum primary stress and maximum shear stress of group A were respectively 236.35, 228.83 and 218.05 percent of those in group B. The difference of maximum stress values of group B and group C was neglectable.(2) The maximum stress distribution of dentin in group A and group B was quite different (the stress was concentrated in labial and lingual side of the cervical dentin in group A, otherwise in group B it was concentrated in the area around the alveolar and the labial and lingual side of the dentin which was opposite to the tip of the cast metal post and core). The maximum stress distribution of dentin in group A and group B was almost the same.

结果:(1)从牙本质的应力大小来看,A组中牙本质最大应力值比B组中牙本质最大应力值增大了1倍以上(最大主应力、最小主应力和最大剪切应力A组分别是B组的236.35%、228.83%和218.05%),而B组与C组的牙本质最大应力值相差极小;(2)从牙本质的应力分布位置来看,A组与B组的牙本质最大应力分布位置相差甚远(A组主要集中在牙颈部唇舌侧肩台部的牙本质上,B组主要集中于牙槽嵴顶附近及铸造桩核尾端相对应的唇舌侧的牙本质上),而B组与C组的牙本质最大应力分布几乎在同一位置。

The failure process and its cause are analyzed and the response of the short-leg shear wall under the combination loading of the axial compressive force and progressive lateral forces.

比较真实的反映了短肢剪力墙在轴压力和逐步加载侧向力共同作用下的响应。

It is demonstrated in this experiment that the bonding area has the greatest effect on the shear bonding force.

本实验结果证明,粘结面积对金属翼板粘结桥剪切粘结力的影响最大。

Then the shear 、axial force and bendingmoment of governing sections of anti-seepage walls are studied.

在此基础上对防渗墙各截面的剪力、轴力和弯矩进行计算研究,提出了配筋方案。

In this paper, the phase-field models coupled with force flow, shear flow and nature convection are introduced respectively.

阐述了相场方法是凝固过程中对流效应数值模拟的有效方法,分别介绍了考虑强迫对流、剪流、自然对流的相场模型,综述了相场方法在对流领域研究中的应用情况,指出了该研究领域目前存在的问题及今后的发展方向。

One theory is that winds created by El Nino shear off the tops of Atlantic hurricanes, aborting them before they reach full force.

一种理论是:厄尔尼诺造成的气流切断了大西洋飓风的前锋,使他们还没有来得及大施淫威就半途夭折。

Variation of striper force and clearance between punch and die plate with respect to shear plane and die stress were analyzed .

分析了不同压边力和凸凹模间隙对精冲断面质量和模具应力的影响关系。

Shear Limit - is the amount of force that can be applied before the material is sheared or twisted.

剪切限度是材料被剪切或弯曲前能被运用的力度。

Based on the load transmission mechanism of space truss, and referenced theanalysis of test materials, a formula for calculating the bearing capacity of reinforcedconcrete compression strut is introduced. By using the theory of plastic hinge-line, anupper limit solution of bent bearing capacity for four-pile cap, which coincidesprecisely with the practical measurements, is obtained. By utilizing the reaction ofthe soil under cap and by basing on the method of plastic ultimate analysis, an upperlimit solution of punching shear bearing capacity for pile cap is acquired, which. coincides precisely with the practical measurements, and the formula is similar to thecode.A brief discuss on cooperative work of strip beam of foundation and single rankof piles is made. Separately considering the pile-cap and the pile-group, thencoupling their matrix of rigidity, the inner force of pile-cap is solved by the numericalmethod under some reasonable supposition. In comparison with other method, thecalculating results are exact, reliable and convenient in using. The method provides apowerful tQol fOr further analysis and research on this kind of structure.

本文以空间桁架传力机理为基础,结合试验资料分析,推导了钢筋混凝土等边三桩承台受冲切承载力计算公式;根据塑性铰线理论,导得了与试验结果吻合良好的四桩承台受弯承载力的上限解;利用承台底土反力分布,根据塑性极限分析方法,导得了桩基承台受冲切承载力的上限解,在此基础上,通过简化假定,得到与规范公式相类似的承台受冲切承载力实用公式,该公式能方便考虑台底土反力作用,与试验结果的吻合程度比规范公式好;简要讨论了桩基条形承台梁与单排桩的协同工作分析;在一些合理假定的基础上,将承台与群桩分开考虑,分别得到其刚度矩阵后进行耦合,通过数值方法求解承台内力,算例表明,该方法结果准确,使用方便,为该类结构的进一步分析研究及工程设计提供了强有力的工具。

Firstly, we collected and sorted out the GPS data, established the uniform velocity field for the Chinese mainland and the surrounding regions, and the horizontal deformation field relative to the Eurasia plate; Secondly, we established a motion model for the entire rotation and homogeneous strain of the first and second level blocks in Chinese mainland, analyzed the motion pattern and strain behavior of active blocks in Chinese mainland, as well as the motion pattern of principal fault zones in Chinese mainland; Thirdly, considering the heterogeneity of strain distribution inside a block and supposing that the strain tensor inside the block is the linear function of location, we derived and established an equation for the entire rotation and linear strain of block and a motion model for the entire rotation and linear strain of principal blocks in Chinese mainland; We also calculated the principal strain field and the maximum shear strain field in Chinese mainland and the surrounding regions, analyzed the basic characteristics of strain field in Chinese mainland, as well as the relationship between the spatial distribution of strain field and large tectonic zones; Finally, we established the 2-D geotectonic model and digital model for Chinese mainland and the surrounding regions, calculated the stress field in Chinese mainland and the surrounding regions, and analyzed the basic features of stress field in Chinese mainland and the principal driving force for the motion and deformation in Chinese mainland.

收集整理了已有GPS资料,建立了中国大陆及周边地区统一的速度场以及相对欧亚板块的水平形变场;建立了中国大陆一、二级地块整体旋转与均匀应变的运动模型;分析了中国大陆活动地块的运动状态,应变状态,以及中国大陆主要断裂带的运动状态;考虑到一个块体内部应变张量空间分布的非均匀性,假设块体内部的应变张量是位置的线性函数,推导建立了块体整体旋转与线性应变方程,建立了中国大陆主要地块整体旋转与线性应变的运动模型;计算了中国大陆及周边地区的主应变场与最大剪应变场,分析了中国大陆应变场的基本特征,以及应变场的空间分布与大型构造带的关系;建立了中国大陆及周边地区二维的地质构造模型和数值模型,计算了中国大陆及周边地区的应力场,分析了中国大陆应力场的基本特征以及中国大陆运动、形变的主要驱动力。

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然而,正如其名字所指出的那样,CD盘不能写,也不能用任何方式改变其内容。

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