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shear modulus相关的网络例句

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

According to the double-axis experiment and the uniaxial tension experiment, shear relaxation modulus and bulk relaxation modulus are obtained. Fractional exponent models[23][24][25] are applied to shear relaxation modulus and bulk relaxation modulus. The theory is proved by constant amplitude cyclic strain experiment. Better results are obtained from the comparison of theory curves and experiment results.

通过双轴拉压实验来确定材料的切变松弛模量,单轴拉伸实验来确定材料的体变松弛模量,对这两种模量均采用分数阶指数的形式来进行拟合,再用等应变幅循环历史的实验验证了理论,得到了较好的结果。

In 1959 Sauerbrey developed an empirical equation to describe the mass sensitivity of gas phase mass deposition on a piezoelectric quartz crystal——Sauerbrey equation:ΔF=〓=-CΔm, where ΔF is measured frequency shift, in Hz; F〓 is the fundamental resonant frequency, in Hz;Δm is mass change, in g; A is piezoelectrically active area , in cm〓;μ〓 is shear modulus of quartz, 2. 947×10〓g· cm〓;ρ〓 is density of quartz, 2. 648g·cm〓; C is mass sensitivity constant , in 〓.

1959年,Sauerbrey最先提出了将压电晶体谐振器用作定量测量质量的装置,并从理论上导出了频率与质量变化之间的关系式——Sauerbrey方程:ΔF=〓=-。。。

On the basis of former studies, the effects of seismic stress history on the small strain shear modulus G_ of Fujian sands and Qiantangjiang silts with different relative density under one-way and two-way dynamic is inverstigated.

本文在前人研究基础上,对多向振动下不同相对密度的福建标准砂与钱塘江粉土开展地震应力历史对小应变剪切模量影响的研究。

The shear modulus and mass density of FUMs are assumed to be of exponential form and the Poisson's ratio is assumed to be constant.

假设裂纹突然受到均匀载荷作用,材料的剪切模量和密度为指数形式模型,泊松比为常数。

Research also provides a finite element method for the study of masonry walls seismic behavior. Firstly, through the stone-dust mortar compressive experiment, pressure experiment, blocks bending experiment, water blocks experiment, 3 slabs shear experiment, diagonal loading experiment and the compression experiment, the values of compressive strength, bending strength, average water weight are obtained. Then the shear breakage of the masonry, behavior of shear stressτvaring withσ, load-displacement curves, ladder-shaped slit shear strength, shear strength of links linking, compressive strength and elastic modulus are also presented.

首先通过石头粉砂浆抗压试验、砖块压力试验、砖块抗折试验、三砖抗剪试验、对角加载试验、短柱的承压试验等测得了石头粉砂浆的抗压强度,砖块的抗压强度,砖块的抗弯强度,以及砌体剪切破坏形态、剪应力τ随正应力σ的变化规律、砌体对角压墙片的载荷-位移关系曲线、阶梯形缝抗剪强度及通缝抗剪强度和弹性模量。

Results show that when improving spot pitch in weld bonded joints with high elastic modulus adhesives, stresses in weld spot zone are decreased while stresses and strains at edges of overlap region are increased slightly. For the joints with low elastic modulus adhesives, both stress concentration degree at the weld spot and the shear strain at edges of overlap region are increased with the spot pitch increasing.

结果表明,高弹性模量胶粘剂胶焊接头中,增大焊点间距,焊点区应力减小而搭接区边缘胶层中的应力应变略有增大;低弹性模量胶粘剂胶焊接头中,焊点处应力集中程度和搭接区边缘胶层中的剪应变值都随焊点间距的增加而增大,增加焊点间距,两种接头的胶层断裂强度都将降低。

With analysing the the fatigue mechanism, the general mode of interply fatigue damage propagation is denoted by delamination length and crack density. Based on the power-law, the relationship between number of cycles and delamination length and crack density are established. The specimen is modeled as an equivalent six-ply material system. Starting with the analysis of interply stress, the interply shear stress under cyclic loading is calculated by using nonlinear three-demension FEA. According to the stage regularity of fatigue damage propagation, such models as average strain, effective modulus, ratio of delamination length and crack density, experimental relationship between crack density and effective modulus, are proposed by introducing subsection coefficient.

通过对疲劳机理的分析,确定了以脱层长度和裂纹密度表示的层间疲劳损伤演化的一般模式,利用指数法则建立了脱层长度和裂纹密度随疲劳循环周次变化的关系;从层间应力分析入手,以等效六层的材料模型对循环载荷下的层间剪切应力进行了三维非线性有限元分析;根据疲劳损伤扩展的阶段性,引入分段系数,分别建立了平均应变与载荷循环周次的分段线性模拟模型、有效刚度随载荷循环周次的变化关系模型、裂纹密度变化和脱层长度变化关系随载荷循环周次变化的分段线性模型以及疲劳裂纹密度和有效刚度关系的经验模型。

In this paper,the problem of a mode Ⅲ crack in a functionally graded strip is studied with the assumption that the reciprocals of the shear modulus is a linear function in the thickness direction,while the Possion s ratio is kept constant.

作者假设功能梯度材料剪切模量的倒数为坐标的线性函数,而泊松比为常量,研究功能梯度板条的反平面裂纹问题。

The shear modulus and damp ratio characteristics of typical strata are achieved in the dynamic test, based on GDS triaxial dynamic system.

利用GDS三轴仪对工程场地内的原状土样进行了室内动力试验,获得了各主要土层的动弹性模量与阻尼比。

The shear modulus values of 47 metallic glasses at absolute zero temperature[G(0)] and at glass transition temperatures were calculated.

3对47种金属玻璃在绝对零度时的剪切模量G(0)和在玻璃转变温度时的剪切模量G进行计算。

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每逢看到沃林顿那刚毅的脸,那乌黑、忧郁的眼睛,她便会相信,他一定作过不幸的爱情的受害者。

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