Nonlinear Energy Evolution Characteristics of Diorite Examined by Triaxial Loading-Unloading and Acoustic Emission Tests

被引:6
作者
An, Xuexu [1 ]
Hu, Zhiping [1 ]
Zhang, Liang [2 ]
Liu, Anlong [3 ]
Zhang, Yonghui [1 ]
Li, Fangtao [1 ]
机构
[1] Changan Univ, Sch Civil Engn, Xian 710061, Peoples R China
[2] Xian Univ Sci & Technolog, Sch Civil Engn, Xian 710054, Peoples R China
[3] Design & Res Inst Co Ltd, Machinery Ind Survey, Xian 710005, Peoples R China
基金
中国国家自然科学基金;
关键词
damage evolution; loading and unloading; acoustic emission; period-doubling bifurcation; chaos; STRAIN-ENERGY; ROCK; DAMAGE; SANDSTONE; FRACTURE; FAILURE;
D O I
10.3390/ma15186434
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Acoustic emission (AE) is often accompanied by the propagation of internal microcracks in loaded rock samples, and it essentially reflects microinstability phenomena driven by energy redistribution under stress. In this paper, loading and unloading tests were carried out to investigate the internal nonlinear damage evolution characteristics of diorite samples under different unloading confining-pressure rates. The nonlinear mechanical characteristics of the strain energy sequence of diorite were studied by applying nonlinear dynamics and basic chaos theory and MATLAB software. Moreover, the evolution characteristics of AE counts and AE energy of rock samples were investigated, and their microcrack-propagation modes were analyzed based on the RA-AF scatter distribution of AE and a two-dimensional Gaussian mixture model. Finally, according to the evolution characteristics of energy and AE, the nonlinear damage evolution mechanism of diorite under loading and unloading conditions was revealed. The results show that, before the loading and unloading peak strength, when the strain-energy-promotion coefficient, r, is equal to 1 or changes in the ranges of 1-3, 3-3.57, and >= 3.57, the strain-energy evolution of diorite presents the characteristics of supercritical stability, nonlinear stability, period-doubling stability, and chaos, respectively. Meanwhile, the greater the rate of the unloading confining pressure, the earlier the period-doubling bifurcation and chaotic mechanical behavior will occur. After loading and unloading peak strength, the sudden decrease of high-density AE counts and AE energy or the sudden transition of the strain-energy-promotion coefficient from >0 to <0 can be used as an important criterion for the complete failure of rock samples.
引用
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页数:17
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