Abstract
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.
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Project supported by the National Natural Science Foundation of China (No. 10572064), K.C. Wong Magna Fund in Ningbo University, and the Natural Science Foundation of Zhejiang Province (No. Y107780) and Ningbo University (No. XK0609017).
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Zhu, J., Cao, Y. & Chen, J. Transversal inertial effect on relaxation/retardation time of cement mortar under harmonic wave. Acta Mech. Solida Sin. 21, 44–50 (2008). https://doi.org/10.1007/s10338-008-0807-4
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DOI: https://doi.org/10.1007/s10338-008-0807-4