在动态装载下面,水泥臼的组成的关系将被标本的横过的惯性的效果显著地与大直径影响。在这份报纸,一个维的理论分析被执行在泛音波浪下面在水泥臼的松驰 / 延迟时间决定横过的惯性的效果。松驰时间或延迟时间借助于波浪速度,变细系数和泛音波浪的频率被获得。因此,在从麦克斯韦模型的松驰时间,以及在从 Voigt 模型的延迟时间的横过的惯性的效果被分析。结果证明横过的惯性的效果可以导致松驰时间的增加,但是导致延迟时间的减少。当在应用消除横过的惯性的效果时,那些应该被考虑。
Under dynamic loading, the constitutive relation of the cement mortar will be significantly affected by the transversal inertial effect of specimens with large diameters. In this paper, one-dimensional theoretical analysis is carried out to determine the transversal inertial effect on the relaxation/retardation time of the cement mortar under the harmonic wave. Relaxation time or retardation time is obtained by means of the wave velocity, attenuation coefficient and the frequency of the harmonic wave. Thus, the transversal inertial effect on the relaxation time from Maxwell model, as well as on retardation time from Voigt model is analyzed. The results show that the transversal inertial effect may lead to the increase of the relaxation time, but induce the decrease of the retardation time. Those should be taken into account when eliminating the transversal inertial effect in applications.