摘要
In order to obtain the characteristics of the effects of cyclic impact loading on the damage of coal-rock in the presence of a local static load constraint,the evolution of the damage factor and the fracture rate during the process and incremental cyclic impact on raw coal and briquettes has been studied.Experimental results show that the presence of local static load restraint improves the impact resistance of the coal-rock,and the damage factor of the coal-rock shows obvious zoning characteristics.When the coal-rock is in an elastic state,the partition with a larger static load restraint area has stronger impact resistance,when the coal-rock is in a plastic state,the partition with a larger static load restraint area has a weaker impact resistance.Increasing impulsive cyclic impacts have a higher damage efficiency to coal-rock than constant impulsive cyclic impacts.The difference in rock breaking efficiency between the two cyclic impact methods is mainly reflected in the partition with the largest constrained area.The crack propagation on the coal-rock surface is more consistent with the partition characteristics of the damage factor.When the static load constrained zone is in an elastic state,the static load has an inhibitory effect on the crack growth.When the static load confinement zone is in a plastic state,the cracks mainly propagate in the static load confinement zone,and the constrained zone mainly consists of tensile cracks that grow in the vertical direction,while the cracks in the non-constrained zone mainly grow in an oblique direction.Finally,fracture mechanics was applied to analyze the failure type of the sample.
基金
the financial support of the Project supported by Department of Science and Technology of Liaoning province(2023-BS-083)
Basic Research Funds of China University of Mining and Technology(Beijing)-Doctoral Outstanding Innovation Talent Cultivation Fund(NO.BBJ2023004).
