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    Mechanical Failure Characteristics and Energy Dissipation Laws of the Coal–Concrete Combination under Impact Rates

    Source: Journal of Energy Engineering:;2024:;Volume ( 150 ):;issue: 006::page 04024031-1
    Author:
    Chao Xu
    ,
    Shixiang Ma
    ,
    Kai Wang
    ,
    Zhiguo Cao
    ,
    Yong Zhang
    ,
    Hongchuan Xi
    DOI: 10.1061/JLEED9.EYENG-5588
    Publisher: American Society of Civil Engineers
    Abstract: Mining shallow coal seams and deep coal seams is obviously different. In the deep environment of a coal mine, the stress concentration degree is high, and the dynamic load with impact tendency is prominent. In the practice of underground mining engineering in coal mines, the common coal–concrete combination structure has different degrees of damage and failure under the continuous action of dynamic load at different impact rates, which in turn affects the overall stability of the engineering structure. Therefore, it is of great significance to study the mechanical failure characteristics and energy dissipation law of coal–concrete combinations under the influence of impact rate. In this paper, the split Hopkinson pressure bar (SHPB) dynamic load test system is selected, and coal–concrete combination samples are taken as the impact compression test object. Comparative tests under different impact rates are carried out, and the experimental results of the mechanical parameters of the sample change with the impact rate are obtained. Fractal theory and energy dissipation theory are introduced to study the macroscopic failure characteristics of the combination sample after impact dynamic load and the energy dissipation law during the impact process. The results show that the sample has a strong strain rate correlation, and its dynamic compressive strength, dynamic elastic modulus, and impact rate also have a strong positive correlation. The dynamic stress–strain curve conforms to the four typical stages of the dynamic stress–strain curve. The degree of fragmentation of the sample is proportional to the impact rate. The larger the impact rate, the smaller the proportion of large particle size to small particle size; the fractal dimension of particle size also increases with the impact rate. The transmitted energy, reflected energy, dissipated energy, and incident energy increase with the impact rate, but the increase amplitude is different. The overall energy value is reflected energy > transmission energy > dissipated energy. The energy ratio of different forms fluctuates with the impact rate, the reflected energy ratio is positively correlated with a certain impact rate, the transmission energy ratio is basically symmetric and fluctuates between 30% and 40%, and the dissipated energy ratio increases with the impact rate.
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      Mechanical Failure Characteristics and Energy Dissipation Laws of the Coal–Concrete Combination under Impact Rates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304905
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    contributor authorChao Xu
    contributor authorShixiang Ma
    contributor authorKai Wang
    contributor authorZhiguo Cao
    contributor authorYong Zhang
    contributor authorHongchuan Xi
    date accessioned2025-04-20T10:32:02Z
    date available2025-04-20T10:32:02Z
    date copyright9/24/2024 12:00:00 AM
    date issued2024
    identifier otherJLEED9.EYENG-5588.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304905
    description abstractMining shallow coal seams and deep coal seams is obviously different. In the deep environment of a coal mine, the stress concentration degree is high, and the dynamic load with impact tendency is prominent. In the practice of underground mining engineering in coal mines, the common coal–concrete combination structure has different degrees of damage and failure under the continuous action of dynamic load at different impact rates, which in turn affects the overall stability of the engineering structure. Therefore, it is of great significance to study the mechanical failure characteristics and energy dissipation law of coal–concrete combinations under the influence of impact rate. In this paper, the split Hopkinson pressure bar (SHPB) dynamic load test system is selected, and coal–concrete combination samples are taken as the impact compression test object. Comparative tests under different impact rates are carried out, and the experimental results of the mechanical parameters of the sample change with the impact rate are obtained. Fractal theory and energy dissipation theory are introduced to study the macroscopic failure characteristics of the combination sample after impact dynamic load and the energy dissipation law during the impact process. The results show that the sample has a strong strain rate correlation, and its dynamic compressive strength, dynamic elastic modulus, and impact rate also have a strong positive correlation. The dynamic stress–strain curve conforms to the four typical stages of the dynamic stress–strain curve. The degree of fragmentation of the sample is proportional to the impact rate. The larger the impact rate, the smaller the proportion of large particle size to small particle size; the fractal dimension of particle size also increases with the impact rate. The transmitted energy, reflected energy, dissipated energy, and incident energy increase with the impact rate, but the increase amplitude is different. The overall energy value is reflected energy > transmission energy > dissipated energy. The energy ratio of different forms fluctuates with the impact rate, the reflected energy ratio is positively correlated with a certain impact rate, the transmission energy ratio is basically symmetric and fluctuates between 30% and 40%, and the dissipated energy ratio increases with the impact rate.
    publisherAmerican Society of Civil Engineers
    titleMechanical Failure Characteristics and Energy Dissipation Laws of the Coal–Concrete Combination under Impact Rates
    typeJournal Article
    journal volume150
    journal issue6
    journal titleJournal of Energy Engineering
    identifier doi10.1061/JLEED9.EYENG-5588
    journal fristpage04024031-1
    journal lastpage04024031-11
    page11
    treeJournal of Energy Engineering:;2024:;Volume ( 150 ):;issue: 006
    contenttypeFulltext
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