|本期目录/Table of Contents|

[1]何峰,任天娇,周刚,等.基于近场动力学的煤体单轴压缩全过程损伤演化规律研究*[J].中国安全生产科学技术,2022,18(7):102-108.[doi:10.11731/j.issn.1673-193x.2022.07.015]
 HE Feng,REN Tianjiao,ZHOU Gang,et al.Research on damage evolution law of coal and rock in whole process of uniaxial compression based on peridynamics[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2022,18(7):102-108.[doi:10.11731/j.issn.1673-193x.2022.07.015]
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基于近场动力学的煤体单轴压缩全过程损伤演化规律研究*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
18
期数:
2022年7期
页码:
102-108
栏目:
职业安全卫生管理与技术
出版日期:
2022-07-31

文章信息/Info

Title:
Research on damage evolution law of coal and rock in whole process of uniaxial compression based on peridynamics
文章编号:
1673-193X(2022)-07-0102-07
作者:
何峰任天娇周刚卞红杰杨松
(1.辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000;
2.陕西火石咀煤矿有限责任公司,陕西 咸阳 713599)
Author(s):
HE Feng REN Tianjiao ZHOU Gang BIAN Hongjie YANG Song
(1.School of Mechanics & Engineering,Liaoning Technical University,Fuxin Liaoning 123000,China;
2.Shaanxi Huoshizui Coal Mine Co.,Ltd.,Xianyang Shaanxi 713599,China)
关键词:
近场动力学PD损伤本构力模型煤体损伤
Keywords:
peridynamics (PD) PD damage constitutive model coal mass damage
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2022.07.015
文献标志码:
A
摘要:
为了研究煤体受压变形破坏情况,采用近场动力学理论、室内单轴压缩实验及数值模拟相结合的方式,演绎推导PD损伤本构力函数,分别在宏、微观2个方面对煤体损伤规律进行研究。研究结果表明:以近场动力学所推导的本构力函数对于复杂裂隙演化过程的研究具有独特优势,煤体受到外荷载作用后内部微结构会产生不同程度的损伤,损伤过程可分为:压密阶段、微裂纹的萌生扩展阶段、断裂破坏阶段;压密阶段后均伴随键的断裂,至破坏阶段时,键几乎完全断裂,导致煤样宏观失稳破坏;模拟模型在受到外载荷作用下,内部能量开始聚集,随着压力的增大,内部能量散开,最终呈“X”型分布,这与实验加载后煤样的损伤效果基本一致,以此来反演煤体内部微结构变化从而得到煤体损伤规律切实可行。
Abstract:
In order to study the deformation and failure of coal mass under compression,a combination method of peridynamics (PD) theory,indoor uniaxial compression experiment and numerical simulation was used to deduce the PD damage constitutive force function,and the coal damage law was studied from the macroscopic and microscopic aspects.The results showed that the constitutive force function derived from PD had unique advantages for the study on the evolution process of complex fracture.The internal microstructure of coal mass would be damaged to varying degrees after the effect of external loads,and the damage process could be divided into the compaction stage,the initiation and propagation stage of microcracks,and the fracture failure stage.After the compaction stage,all the bonds were broken.At the failure stage,the bond was almost completely broken,resulting in the macroscopic instability and failure of the coal sample.For the simulation model subjected to external load,the internal energy began to accumulate,and as the pressure increased,the internal energy dissipated and finally presented an “X”-shaped distribution,which was basically the same as the damage effect of coal sample after the experimental loading,so it is practical and feasible to invert the internal microstructure change of coal mass and obtain the damage law of coal mass.

参考文献/References:

[1]贾义鹏,吕庆,尚岳全,等.基于证据理论的岩爆预测[J].岩土工程学报,2014,36(6):1079-1086. JIA Yipeng,LYU Qing,SHANG Yuequan,et al.Rock burst prediction based on evidence theory [J].Journal of Geoengineering,2014,36(6):1079-1086.
[2]朱其志,倪涛,赵伦洋,等.岩石类材料裂纹扩展贯通的近场动力学方法模拟[J].岩石力学与工程学报,2016(S2):3507-3515. ZHU Qizhi,NI Tao,ZHAO Lunyang,et al.Simulation of near-field dynamics in rock materials [J].Chinese Journal of Rock Mechanics and Engineering,2016(S2):3507-3515.
[3]HUANG D,ZHANG Q,QIAO P Z.Damage and progressive failure of concrete structures using non-local peridynamic modeling[J].Technological Sciences,2011,54(3):591-596.
[4]SILLING S A,WECKNER O,ASKARI E,et al.Crack nucleation in a peridynamic solid[J].International Journal of Fracture,2010,162(1/2): 219-227.
[5]黄丹,章青,乔丕忠,等.近场动力学方法及其应用[J].力学进展,2010,40(4):448-459. HUANG Dan,ZHANG Qing,QIAO Pizhong,et al.Near-field kinetic approach and its application [J].Mechanic Progress,2010,40(4):448-459.
[6]乔丕忠,张勇,张恒,等.近场动力学研究进展[J].力学季刊,2017,38(1):1-13. QIAO Pizhong,ZHANG Yong,ZHANG Heng,et al.Advances in peridynamics[J].Research Quarterly Journal of Mechanics,2017,38(1):1-13.
[7]张勋,邓存宝,王继仁,等.纵深大区域煤层群开采覆岩活动规律相似模拟[J].中国安全生产科学技术,2015,11(6):5-11. ZHANG Xun,DENG Cunbao,WANG Jiren,et al.Physical analogous simulation on activity law of overlying strata for the depth and large area coal seam group mining[J].Journal of Safety Science and Technology,2015,11(6):5-11.
[8]冯康武.构造煤分层对煤单轴压缩力学特性影响的颗粒流模拟[J].中国安全生产科学技术,2020,16(6):68-72. FENG Kangwu.Particle flow simulation on influence of tectonic coal stratification on uniaxial compression mechanical properties of coal[J].Journal of Safety Science and Technology,2020,16(6):68-72.
[9]朱海,许飞云,杨会超.基于近场动力学的二维疲劳裂纹扩展模型[J].东南大学学报(自然科学版),2020,50(4):705-711. ZHU Hai,XU Feiyun,YANG Huichao.Two-dimensional fatigue crack propagation model based on peridynamics[J].Journal of Southeast University (Natural Science Edition),2020,50(4):705-711.
[10]章青,郁杨天,顾鑫.近场动力学与有限元的混合建模方法[J].计算力学学报,2016,33(4):441-448,450. ZHANG Qing,YU Yangtian,GU Xin.Hybrid modeling method for peridynamics and finite element method [J].Journal of Computational Mechanics,2016,33(4):441-448,450.
[11]刘晓悦,杨伟,张雪梅.基于改进层次法与CRITIC法的多维云模型岩爆预测[J].湖南大学学报(自然科学版),2021,48(2):118-124. LIU Xiaoyue,YANG Wei,ZHANG Xuemei.A multidimensional cloud model rockburst prediction based on improved hierarchy method and CRITIC method[J].Journal of Hunan University (Natural Science Edition),2021,48(2):118-124.
[12]KIDYBINSKI A.Bursting liability indices of coal[J].International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1981,18(4):295-304.
[13]高磊,刘振奎,张昊宇.基于混合PSO-RBF神经网络的铁路隧道岩爆分级预测[J].铁道科学与工程学报,2021,18(2):450-458. GAO Lei,LIU Zhenkui,ZHANG Haoyu.Prediction of rock burst classification in railway tunnel based on hybrid PSO-RBF neural network [J].Journal of Railway Science and Engineering,2021,18(2):450-458.
[14]李宝富,齐利伟,任永康,等.千秋煤矿煤的单轴抗压强度与冲击能量指数关系[J].煤炭工程,2011(12):68-70. LI Baofu,QI Liwei,REN Yongkang,et al.Relationship between uniaxial compressive strength and impact energy index of Qianqiu coal mine[J].Coal Engineering,2011(12):68-70.
[15]冯夏庭,陈炳瑞,明华军,等.深埋隧洞岩爆孕育规律与机制:即时型岩爆[J].岩石力学与工程学报,2012,31(3):433-444. FENG Xiating,CHEN Bingrui,MING Huajun,et al.The law and mechanism of rock burst in deep buried tunnel:Instant rock burst[J].Journal of Rock Mechanics and Engineering,2012,31(3):433-444.
[16]沈峰,章青,黄丹,等.基于近场动力学理论的混凝土轴拉破坏过程模拟[J].计算力学学报,2013,30(S1):79-83. SHEN Feng,ZHANG Qing,HUANG Dan,et al.Simulation of axial tensile failure of concrete based on peridynamics theory[J].Journal of Computational Mechanics,2013,30(S1):79-83.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期: 2021-10-08
*基金项目: 国家自然科学基金项目(51774167);辽宁工程技术大学弹性力学金课项目(2019030)
作者简介: 何峰,博士,副教授,主要研究方向为工程力学及岩土工程等。
通信作者: 任天娇,硕士研究生,主要研究方向为冲击地压和近场动力学等。
更新日期/Last Update: 2022-08-10