Experimental study on dynamic mechanical properties of multidirectional constrained water-bearing coal samples under dynamic-static coupling loading
Author:
xie beijing1, zhang ben1, zhao shunkun2, wei shanyang2
Affiliation:
1. China University of Mining and Technology(Beijing) 2. Guizhou University
Abstract
Abstract
In order to explore the dynamic mechanical properties of coal and rock under deep water conditions. This article is based on an improved Split Hopkinson Pressure Bar (SHPB) testing system. By conducting five sets of dynamic impact experiments on coal samples under different loading conditions, the changes in dynamic strength, energy dissipation, fractal dimension and other characteristics of coal samples under different water content states were analyzed. The experimental results show that: (1) under certain strain rate conditions, the dynamic strength of saturated coal samples is lower than that of natural coal samples. As the strain rate gradually increases, the bonding force generated by free water and the Stefan effect jointly act, and the peak strength of saturated coal samples under high strain rate loading conditions is higher than that of natural coal samples. (2) Under certain strain rate conditions, the absorption energy of saturated coal samples is about 10% -30% lower than that of natural coal samples, and deformation hysteresis phenomenon occurs in natural coal samples, thereby improving the dynamic strength of natural coal samples relative to saturated coal samples; (3) The fractal dimension of saturated coal samples with a specific strain rate under three-dimensional dynamic static combination loading is higher than that of natural coal samples, and the percentage of small particle coal samples with debris is higher than that of natural coal samples; Finally, based on the HJC model, some coal samples were selected to simulate the coal rock failure characteristics during the triaxial loading process using ANSYS/LS-DYNA, and their stress-strain curves and failure morphology diagrams were obtained. The relative difference between numerical simulation and experiments was less than 10%, further revealing and verifying the coal failure process and dynamic mechanical characteristics
Publisher
Springer Science and Business Media LLC
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