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不同加载速率下青砂岩抗拉特征及能量耗散规律研究

赵环帅 潘永泰 乔鑫 王星宇 岳帆凯 黄嘉诚 李凯宁 马壮 郭彩玲

北京大学学报(自然科学版)2025,Vol.61Issue(5):839-852,14.
北京大学学报(自然科学版)2025,Vol.61Issue(5):839-852,14.DOI:10.13209/j.0479-8023.2025.078

不同加载速率下青砂岩抗拉特征及能量耗散规律研究

Tensile Properties and Energy Consumption Law in Green Sandstone under Different Loading Rates

赵环帅 1潘永泰 2乔鑫 2王星宇 3岳帆凯 2黄嘉诚 2李凯宁 2马壮 4郭彩玲4

作者信息

  • 1. 中国矿业大学(北京)化学与环境工程学院,北京 100083||中国矿业大学(北京)矿山与城市固废资源化工程研究中心,北京 100083||河北省智能装备数字化设计及过程仿真重点实验室(唐山学院),唐山 063000
  • 2. 中国矿业大学(北京)化学与环境工程学院,北京 100083||中国矿业大学(北京)矿山与城市固废资源化工程研究中心,北京 100083
  • 3. 中国科学院理化技术研究所,北京 100190
  • 4. 河北省智能装备数字化设计及过程仿真重点实验室(唐山学院),唐山 063000
  • 折叠

摘要

Abstract

In order to investigate the tensile characteristics and energy dissipation laws of green sandstone under different loading rates,the macro-micro mechanical response relationship of green sandstone was established by combining indoor experiments and micro parameter calibration.The mechanical properties,fracture characteristics,crack propagation,and energy dissipation laws of green sandstone under different loading rates were studied using the particle flow code.The results are as follows.1)With the loading rate of 0.1 m/s as the boundary point,the maximum radial stress-strain of green sandstone exhibits a sequentially slow and rapid increasing trend,and the microelements formed after fracture accelerate to fracture again in accordance with the Brazilian splitting method.2)When the loading rate is less than 0.1 m/s,the tensile cracks in the green sandstone show the trend of slight fluctuations,and no shear cracks appear.When the loading rate is more than 0.1 m/s,tensile cracks increase rapidly and shear cracks begin to appear,but the number is relatively small.The propagation direction of crack is perpendicular or at a certain angle to the loading direction,and relatively less in the horizontal direction.There is a negative correlation between crack propagation time and loading rate.When the loading rate is 0.1~1 m/s,the propagation time of crack tends to be stable,with a range of 1.757-0.951 μs.3)When the loading rate is less than 0.1 m/s,except for significant fluctuations in kinetic energy,the dissipated energy basically shows a trend of small fluctuations.However,when the loading rate is more than 0.1 m/s,the dissipated energy increases rapidly.The energy loss(kinetic energy)accounts for the main part,while the energy used for crack propagation(damping energy and friction energy)is more than the energy used for crack generation(bond failure energy).This study not only reveals the characteristics of rock fracture and energy dissipation at the microscopic level,but also provides reference for the rational selection of loading methods in rock-crushing processes.

关键词

青砂岩/加载速率/巴西劈裂/抗拉特征/颗粒流模拟/裂纹扩展/能量耗散/能量利用效率

Key words

green sandstone/loading rate/Brazilian splitting/tensile properties/particle flow code/crack propa-gation/energy consumption/utilization efficiency of energy

引用本文复制引用

赵环帅,潘永泰,乔鑫,王星宇,岳帆凯,黄嘉诚,李凯宁,马壮,郭彩玲..不同加载速率下青砂岩抗拉特征及能量耗散规律研究[J].北京大学学报(自然科学版),2025,61(5):839-852,14.

基金项目

国家自然科学基金(52074308)资助 (52074308)

北京大学学报(自然科学版)

OA北大核心

0479-8023

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