矿业科学技术学报(英文版)2024,Vol.34Issue(2) :197-210.DOI:10.1016/j.ijmst.2024.02.002

Experimental study of the damage characteristics of rocks containing non-penetrating cracks under cyclic loading

Jun Xu Xiaochun Xiao Lu Ma Sen Luo Jiaxu Jin Baijian Wu
矿业科学技术学报(英文版)2024,Vol.34Issue(2) :197-210.DOI:10.1016/j.ijmst.2024.02.002

Experimental study of the damage characteristics of rocks containing non-penetrating cracks under cyclic loading

Jun Xu 1Xiaochun Xiao 1Lu Ma 1Sen Luo 1Jiaxu Jin 2Baijian Wu3
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作者信息

  • 1. School of Mechanics and Engineering,Liaoning Technical University,Fuxin 123000,China
  • 2. School of Civil Engineering,Liaoning Technical University,Fuxin 123000,China
  • 3. Department of Engineering Mechanics,Southeast University,Nanjing 211189,China
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Abstract

The damage evolution process of non-penetrating cracks often causes some unexpected engineering dis-asters.Gypsum specimens containing non-penetrating crack(s)are used to study the damage evolution and characteristics under cyclic loading.The results show that under cyclic loading,the relationship between the number of non-penetrating crack(s)and the characteristic parameters(cyclic number,peak stress,peak strain,failure stress,and failure strain)of the pre-cracked specimens can be represented by a decreasing linear function.The damage evolution equation is fitted by calibrating the accumulative plas-tic strain for each cycle,and the damage constitutive equation is proposed by the concept of effective stress.Additionally,non-penetrating cracks are more likely to cause uneven stress distribution,damage accumulation,and local failure of specimen.The local failure can change the stress distribution and relieve the inhibition of non-penetrating crack extension and eventually cause a dramatic destruction of the specimen.Therefore,the evolution process caused by non-penetrating cracks can be regarded as one of the important reasons for inducing rockburst.These results are expected to improve the under-standing of the process of spalling formation and rockburst and can be used to analyze the stability of rocks or rock structures.

Key words

Damage characteristics/Constitutive model/Fissured rocks/Non-penetrating crack/Cyclic loading

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基金项目

国家自然科学基金(52204092)

国家自然科学基金(52274203)

出版年

2024
矿业科学技术学报(英文版)
中国矿业大学

矿业科学技术学报(英文版)

CSTPCDEI
影响因子:1.222
ISSN:2095-2686
参考文献量36
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