• The stress-relaxation modulus is a continuous, decreasing function.

    应力松驰量为连续衰减的函数。

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  • Fitting of relaxation modulus master curve for solid propellant and W. L. F. equation parameters.

    推进剂松弛模量主曲线及W.L.F。方程参数的拟合处理。

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  • The relaxation modulus of the material can be taken as a linear function of cross linking density.

    材料的松驰模量可以表示为交联度的线性函数。

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  • Based on the experimental study, volume creep compliance, volume relaxation modulus and their main curves and initial void content of solid propellant are given.

    通过实验研究,给出了固体推进剂的体积蠕变柔量、体积松弛模量和材料的初始气孔率。

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  • The inversion to the time domain of the effective relaxation modulus of this kind of composites is carried out. Finally, comparisons with other results are presented.

    反演得到单向强化复合材料的有效松弛模量在时间域中的表达式,并且与其它结果进行了比较。

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  • The results indicate that viscoelastic-GK calculation with relaxation of shear modulus and of bulk modulus using the multilayer shell element is the most appropriate method for predicting the warpage.

    研究结果表明预测翘曲问题最合适的方法是使用多层壳体元缩减切变模量和体积模量,计算出粘弹性GK。

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  • The effects of moving heat source speed, temperature-dependent modulus of elasticity and thermal relaxation time on displacement and temperature are studied.

    计算得到了杆内温度及位移的分布规律,分析了移动热源速度、弹性模量以及热松弛时间对温度和位移的影响。

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  • Young's modulus and reduced relaxation function were determined by failure experiments and relaxation tests, respectively.

    通过破坏实验的方式确定其杨氏模量,通过松弛实验的方式确定其归一化松弛函数。

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  • The attenuation peak and the imaginary modulus peak shift to higher temperatures when the frequency increases which are thermal relaxation phenomena.

    取得了随频率增高饱和多孔岩石的衰减峰和虚模量峰的峰位向高温方向移动的热激活弛豫机制。

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  • Stress relaxation in surrounding rock due to excavation is simulated by field-dependant deduct elastic modulus method.

    围岩开挖应力的释放用场变量相关折减弹性摸量法模拟。

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  • The Young's modulus and the reduced relaxation function are determined by failure experiments and relaxation tests, respectively.

    通过破坏实验的方式确定其杨氏模量,通过松弛实验的方式确定其归一化松弛函数。

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  • The Young's modulus and the reduced relaxation function are determined by failure experiments and relaxation tests, respectively.

    通过破坏实验的方式确定其杨氏模量,通过松弛实验的方式确定其归一化松弛函数。

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