A stress-strain diagram can be plotted using shear stress and shear strain. 应力-应变图可以用来表现剪切应力与剪切变形。
The shear strain can be determined in the following way. 用下列方法能够确定切应变。
The elasticity of copolyester increases with the shear strain but decreases with the temperature. 弹性随切应力的增大而增大,随温度的升高而降低。
A modified model is presented by assuming that the relation between the stress ratio and shear strain on the SMP is hyperbolic. 通过假定空间滑动面上的应力比与剪应变之间符合双曲线关系予以修正。
Analyses of the Constant Shear Strain Point and Velocity Distribution in the Shear Band for Geomaterials 地质体材料剪切带内部的常剪切应变点及速度分布分析
At the same time, the effect of stress path circumgyration on shear modulus decreases gradually along with the increase of shear strain. 同时由应力路径旋转对模量的影响也随着剪切应变的增加而逐渐衰减。
Critical shear strain energy theory 最大剪应变能量理论
Good bonds are always accompanied by surface extension, that is, plastic shear strain. 良好的键合总伴有表面延伸即塑性切向形变。
The residual strain is the additional shear strain created with the increase of pore pressure due to cyclic shear under initial shear stress. 残余应变是由于周期剪切引起孔隙压力增长,在初始剪力作用下产生的附加的剪应变。
Under the condition of small strain, anisotropy is shown; however, the anisotropy degree decreases with the increase of shear strain, and the approximately isotropy is got. 在小应变条件下,土体表现出各向异性,但随剪切应变的增加而逐渐减小,最终表示为近似各向同性;
The formulas of the maximum principal shear strain are deduced; and the calculation cases for several commonly used yield criteria are presented. 最后,详细推导出最大主剪应变的计算公式,并针对几种常用屈服准则给出计算示例。
The only strain is a shear strain and the dilatation is zero, these waves are called shear waves. 唯一的应变是剪应变而没有膨胀,这种波叫剪切波。
( Numerical) Simulation of Shear Strain Localization Processes along Circular Tunnels with Different Diameters 不同尺寸的圆形隧洞剪切应变局部化过程模拟
It is found that the dynamic Poisson's ratio increases with generalized shear strain, but decreases with increasing effective confining pressure and stress ratio. 试验结果表明:土体的动泊松比随着广义剪应变的增大而增大;
In this paper, the measurement error is discussed from three above factors when the whole bridge is applied to measure the bending shear strain in the cylinder under bending and torsion. 对由两种材料组合而成的梁的弯曲正应力计算方法进行了研究,发现由于连接件剪切面上存在较大的剪力,使上下层梁同时受弯矩和轴力的共同作用。
Experimental study on effect of shear strain accumulation on dynamic shear modulus and damping ratio of clay soil 应变累积对黏土动剪模量和阻尼比影响的试验研究
The relationship between shear strain and time of Yingkou soft soil is obtained under a series of different cell pressures and different deviator stresses. 利用自行改装后的三轴蠕变仪对海相沉积的营口软土进行蠕变试验,获得了在不同围压、不同偏应力条件下的剪切应变与时间关系数据。
It is assumed that plastic deformation stems from the localization of shear strain. 岩样的塑性变形假设根源于塑性应变局部化。
New Method for Calculating Local Shear Strain in Adiabatic Shear Band of Titanium Alloy 钛合金绝热剪切带的局部剪切应变估算的新方法
The strength reduction coefficient before a well-defined equivalent plastic shear strain ( EPSS) running through from the bottom to the top of a slope is considered as its safety factor. 采用边坡某一幅值的等效塑性剪应变区,从坡脚到坡顶贯通前的折减系数作为边坡安全系数。
This paper discusses the rheological property for Magnetorheological fluids in the presence of an applied magnetic field and in the different shear strain rate. 引入流体力学中的剪应变率和表观黏度的概念,对振动扭剪试验中饱和砂土液化后的流动特性进行了分析。
The calculation of shear strain for simple plane shear deformation was investigated. 该文研究平面简单切变过程中切应变的计算。
Transverse shear strain is introduced into the strain vector to take transverse shear deformation into account. 在应变向量阵中引入了横向剪切应变,从而考虑了剪切的影响。
Various dependence such as compressive stress, shear strain and temperature; 温度、压力、剪切变形、老化和徐变等相关性及长期特性;
A double-surface model of dilative soils is put forward with plastic work and plastic shear strain as hardening parameters. 分析弹塑性模型的特点之后,提出了一种以塑性功ωp和塑性剪应变εps作为硬化参量的双屈服面模型,它可以较好地反映硬化剪胀土的变形。
Non-uniform shear dilatancy of rock specimen due to plastic shear strain localization is analyzed considering strain gradient effect. 采用梯度塑性理论,对岩样剪应变局部化引起的扩容进行了理论分析。
The constant shear strain point accounting for the degradation of stiffness was discussed. 对考虑刚度劣化时的常剪切应变点进行了讨论。
Stress relaxation properties of expansive soil relates to initial shear strain, moisture content and vertical load. 膨胀土的应力松弛特性与初始剪切应变、含水率、竖向荷载等有关。
The equation to calculate the shear strain and equivalent strain has been proposed based on the elasticity-plasticity theory. 本文根据弹塑性基本理论推导了分析计算剪切应变和等效应变的计算公式。