Energy evolution and structural health monitoring of coal under different failure modes: An experimental study
Yarong Xue, Xueqiu He, Dazhao Song, Zhenlei Li, Majid Khan, Taoping Zhong, Fei Yang
Energy evolution and structural health monitoring of coal under different failure modes: An experimental study
Structural instability in underground engineering, especially in coal–rock structures, poses significant safety risks. Thus, the development of an accurate monitoring method for the health of coal–rock bodies is crucial. The focus of this work is on understanding energy evolution patterns in coal–rock bodies under complex conditions by using shear, splitting, and uniaxial compression tests. We examine the changes in energy parameters during various loading stages and the effects of various failure modes, resulting in an innovative energy dissipation-based health evaluation technique for coal. Key results show that coal bodies go through transitions between strain hardening and softening mechanisms during loading, indicated by fluctuations in elastic energy and dissipation energy density. For tensile failure, the energy profile of coal shows a pattern of “high dissipation and low accumulation” before peak stress. On the other hand, shear failure is described by “high accumulation and low dissipation” in energy trends. Different failure modes correlate with an accelerated increase in the dissipation energy before destabilization, and a significant positive correlation is present between the energy dissipation rate and the stress state of the coal samples. A novel mathematical and statistical approach is developed, establishing a dissipation energy anomaly index, W, which categorizes the structural health of coal into different danger levels. This method provides a quantitative standard for early warning systems and is adaptable for monitoring structural health in complex underground engineering environments, contributing to the development of structural health monitoring technology.
energy dissipation / structural health monitoring / early warning / coal–rock mechanics / failure mode
[[1]] |
|
[[2]] |
M. Wu, Y.C. Ye, Q.H. Wang, and N.Y. Hu, Development of rockburst research: A comprehensive review, Appl. Sci., 12(2022), No. 3, art. No. 974.
|
[[3]] |
S.Q. He, D.Z. Song, X.Q. He, et al., Coupled mechanism of compression and prying-induced rock burst in steeply inclined coal seams and principles for its prevention, Tunnelling Underground Space Technol., 98(2020), art. No. 103327.
|
[[4]] |
|
[[5]] |
|
[[6]] |
|
[[7]] |
|
[[8]] |
|
[[9]] |
|
[[10]] |
|
[[11]] |
|
[[12]] |
|
[[13]] |
|
[[14]] |
|
[[15]] |
|
[[16]] |
|
[[17]] |
W.B. Shen, W.J. Yu, B. Pan, and K. Li, Rock mechanical failure characteristics and energy evolution analysis of coal–rock combination with different dip angles, Arabian. J. Geosci., 15(2022), No. 1, art. No. 93.
|
[[18]] |
|
[[19]] |
|
[[20]] |
|
[[21]] |
|
[[22]] |
|
[[23]] |
|
[[24]] |
|
[[25]] |
S. Yin, D.Z. Song, X.Q. He, et al., Structural health monitoring of building rock based on stress drop and acoustic-electric energy release, Struct. Control Health Monit., 29(2022), No. 2, art. No. e2875.
|
[[26]] |
|
[[27]] |
Q.F. Ma, Z.H. Liu, Y.P. Qin, T.H. Jing, and S.L. Wang, Rock plastic-damage constitutive model based on energy dissipation, Rock Soil Mech., 42(2021), art. No. 1210.
|
[[28]] |
|
[[29]] |
|
[[30]] |
|
[[31]] |
|
[[32]] |
|
[[33]] |
|
[[34]] |
S. Yin, D.Z. Song, X.Q. He, et al., Time-frequency evolution law and generation mechanism of electromagnetic radiation in coal friction process, Eng. Geol., 294(2021), art. No. 106377.
|
[[35]] |
H.L. Wang, D.Z. Song, Z.L. Li, X.Q. He, S.R. Lan, and H.F. Guo, Acoustic emission characteristics of coal failure using automatic speech recognition methodology analysis, Int. J. Rock Mech. Min. Sci., 136(2020), art. No. 104472.
|
[[36]] |
|
[[37]] |
|
/
〈 | 〉 |