4.0 Article

Experimental study of strain rate effects on mechanical properties of coral particles

Journal

ROCK AND SOIL MECHANICS
Volume 40, Issue 12, Pages 4637-4643

Publisher

SCIENCE PRESS
DOI: 10.16285/j.rsm.2018.1775

Keywords

coral particle; strain rate effect; crushing strength; crushing mode; fracture energy; fractal crushing dimension

Funding

  1. General Program of National Natural Science Foundation of China [41877260,51808551]

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The macroscopic mechanical behaviors of coral sand, such as high compressibility, shear and creep are closely related to the characteristics of coral particle crushing. The strain rate effect of coral particles is of great significance to study the strength and deformation characteristics of coral sand under different loading forms. The effects of loading strain rate on particle crushing strength, crushing mode and fractal dimension were studied by applying different rates of 0.1-50 mm/min on about 300 coral particles in crushing tests. The analysis results show that the crushing strength of coral grain follows the Weibull distribution law, and the characteristic crushing strength increases nonlinearly with the increasing of strain rate. Due to the increase of loading rate, the main splitting failure of coral particles appears prior to the surface grinding and local fracture, and the corresponding load-displacement curves show a transition of multi-peak pre- and post-peak. The fractal dimension and crushing energy density of broken coral grain are also rate-dependent and the positively linear relationship with the logarithm of strain rate indicates that the dissipated energy and damage degree develop with loading rate.

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