TY - JOUR
T1 - Slow dynamic elasticity at short times
AU - Lee, Sang Min
AU - Weaver, Richard L.
N1 - The authors are grateful to J. Popovics, R. Makhnenko, and N. Bondarenko for providing samples, and to J. Kober for providing the data for Ref. 's Figs. and . This material is based upon work supported by the U.S. Department of Energy, Office of Science, Office of Basic Energy Sciences, under Award No. DE-SC0021056.
PY - 2024/6
Y1 - 2024/6
N2 - It has been reported that slow dynamic nonlinear elastic relaxations, widely thought to proceed universally in proportion to the logarithm of time after cessation of mechanical conditioning, actually recover with a smaller slope at early times, with a time of transition that varies with the grain size of the material. This would constitute a heretofore unreported failure of the claimed universality, while suggesting application to nondestructive evaluation and structural health monitoring. Here, we present further observations at short times, in the single bead system, in cement paste, mortar, concrete, sandstone, and granite. Within the limits imposed by finite-duration ring-down such that the effective instant of conditioning cessation is imprecise, and the corresponding ambiguity as to the time at which relaxation begins, we find no reliable sign of such a transition, even in samples of large grain-size mortar and concrete similar to those described elsewhere as having clear and late cutoffs.
AB - It has been reported that slow dynamic nonlinear elastic relaxations, widely thought to proceed universally in proportion to the logarithm of time after cessation of mechanical conditioning, actually recover with a smaller slope at early times, with a time of transition that varies with the grain size of the material. This would constitute a heretofore unreported failure of the claimed universality, while suggesting application to nondestructive evaluation and structural health monitoring. Here, we present further observations at short times, in the single bead system, in cement paste, mortar, concrete, sandstone, and granite. Within the limits imposed by finite-duration ring-down such that the effective instant of conditioning cessation is imprecise, and the corresponding ambiguity as to the time at which relaxation begins, we find no reliable sign of such a transition, even in samples of large grain-size mortar and concrete similar to those described elsewhere as having clear and late cutoffs.
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U2 - 10.1103/PhysRevE.109.065002
DO - 10.1103/PhysRevE.109.065002
M3 - Article
C2 - 39021003
AN - SCOPUS:85195881313
SN - 2470-0045
VL - 109
JO - Physical Review E
JF - Physical Review E
IS - 6
M1 - 065002
ER -