• Strain fatigue and stress fatigue are related by the influence coefficient of strain distribution.

    通过应变分布影响系数把应变疲劳应力疲劳联系起来

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  • An attempt is made to elaborate the definition of the coefficient of strain-rate sensitivity, which is a fundamental concept for macroscopic dynamic plasticity and dislocation dynamics.

    应变敏感系数宏观塑性动力学位错动力学一个基本概念,本文试图进行了重新解释。

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  • The computation expression for the strain neutral layer of stress and plastic bending was introduced and so the thinning coefficient computing formula of sheet metal was deduced.

    给出了板料弯曲应力应变中性纯弯曲应变中性层的计算公式推出板料弯曲时变薄系数计算公式。

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  • Shunting resistance box is a commonly used method in the determination of the sensitivity coefficient of the resistance strain gauge with the equal-strength beam aparatuses.

    采用等强度、挠度并联电阻电位差计等测定电阻应变灵敏系数一种常用方法

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  • The strain yield locus of the stress yield criterion was advanced and the strain ellipse method for calculating the limit bulging coefficient was given.

    提出应力屈服条件应变屈服轨迹给出了复合极限成形系数的解法;

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  • Finally, the curves of axial strain and dynamic pore water pressure coefficient were figured and analyzed.

    最后,绘制试样轴向应变孔隙压力系数关系曲线分析了曲线的变化规律。

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  • Strain transfer model considering the surface groove was established, and the expression of strain transfer equation and transfer coefficient was obtained by mechanics analysis.

    建立了考虑表面凹槽时应变传递模型经过力学分析得出了应变传递方程传递系数表达式

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  • A calibration test has been performed on FBG with strain gauges, and the strain sensing sensitivity coefficient of the properties of FBG was gained.

    电阻应变布拉格光栅光纤传感器应变传感特性进行实验对比标定得出了表征fBG性能应变传感灵敏系数

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  • The piezoelectric strain coefficient and the dielectric constant of PVDF films increased, and the dielectric loss decreased with the increasing of the polarization field.

    随着极化电场升高PVDF压电薄膜压电应变系数升高,介电常数升高,介电损耗降低

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  • The permeability coefficient and porosity of rock are updated by volumetric strain.

    岩石基质渗透系数孔隙率通过体积应变进行更新。

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  • Because the finite element method consider the relation of stress-strain of rock soil, so, it is more accurate and rational than other methods that it calculates side slope stability coefficient.

    由于有限元计算方法考虑岩土应力——应变关系因此求解边坡稳定系数其它方法更为精确合理

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  • The temperature coefficient of modulus of elasticity of sensing element material result in temperature effect on rated output of strain gauge load cell.

    应变负荷传感器额定输出温度影响由于弹性体弹性模量温度系数引起的。

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  • The results show that the encapsulated form of strain sensor linearity of 0.9997, the coupling transfer coefficient is 0.42.

    试验结果表明封装形式应变传感器线性度为0.9997,耦合传递系数为0.42。

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  • Experimental results show that the linearity and the strain sensitivity coefficient of packaged by titanium alloy are better than that of the FBG packaged by stainless steel.

    试验结果表明钛合金封装线性度应变灵敏系数优于不锈钢材料封装传感器

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  • It introduced the methods of measuring the sensitive coefficient of the strain gauge of electrical resistance by means of equal-strength beam and the parallel connection with the measure gauge.

    介绍了采用等强度和与测量并联电阻方式测定电阻应变片的灵敏系数方法

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  • Strain holding test(SHT), part of self-boring pressuremeter test, is one of the most effective in-situ tests in determining horizontal coefficient of consolidation(ch).

    旁压应变保持试验SHT测定土体水平固结系数有效原位测试方法之一。

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  • 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.

    采用边坡某一幅值等效塑性应变区,坡脚坡顶贯通的折系数作为边坡安全系数

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  • The pile-soil interaction-damping coefficient with low strain is a key parameter to quantitatively analyze defects of piles.

    应变条件下土相互作用的阻尼系数缺陷量化分析一个关键参数

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  • The critical plastic strain for the onset of serrations has a negative or positive temperature coefficient within the temperature region lower or higher than Tt.

    区内应变速率敏感性出现负值, 强度出现了一个平台;

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  • The test results show that the permeability of hard rocks is obviously different from that of soft rocks not only in permeability-strain behavior but also in value of coefficient of permeability.

    试验结果反映出变形过程不论是渗透性 -应变关系特点 ,还是渗透性量值岩均表现明显差异

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  • The test results show that the permeability of hard rocks is obviously different from that of soft rocks not only in permeability-strain behavior but also in value of coefficient of permeability.

    试验结果反映出变形过程不论是渗透性 -应变关系特点 ,还是渗透性量值岩均表现明显差异

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