首页|变加载速率条件下砂岩力学及能量特性研究

变加载速率条件下砂岩力学及能量特性研究

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通过开展不同加载速率下对砂岩试样的单轴压缩试验,分析了砂岩在变加载速率下的力学和能量特性.测试结果表明,砂岩的峰值强度和弹性模量随加载速率的增大呈指数函数增加.分析了砂岩在不同变形阶段的能量吸收、储存和耗散特性.在变加载速率下,砂岩的能量和轴向压缩曲线呈现类似的变化特征.砂岩在峰值前吸收总能量的70%以上可释放弹性特性的形式积累,而总能量不到30%在新微裂纹的压实、滑动和塑性阶段被各种内部缺陷消散,拟合试样峰前吸收总能量、可释放弹性能与加载速率呈线性增长关系.得到了 Ue/U、Ud/U和应力比和轴向应变的关系曲线,并将其划分为3个变化阶段:原生裂隙压密闭合阶段(σ1/σmax<0.25)、砂岩不断吸收能量阶段(0.25<σ1/σmax<0.8)和能量耗散阶段(σ1/σmax>0.8).加载速率越大,损伤应力和Ue/U也越大,而Ud/U越小.
Study on mechanical and energy characteristics of sandstone under variable loading rate conditions
Uniaxial compression tests on sandstone samples under different loading rates were conducted,and the mechanical and energy characteristics of sandstone under variable loading rates were analyzed.The test results showed that the peak strength and elastic modu-lus of sandstone increased as a exponential function with the increase of loading rate.The energy absorption,storage,and dissipation pat-terns of sandstone during different stages of deformation were analyzed.Under variable loading rates,the energy and axial compression curves of sandstone showed similar variation characteristics.More than 70%of the total energy absorbed by sandstone before peak was accumulated in the form of releasable elastic properties,while less than 30%of the total energy was dissipated by various internal defects during compaction,slip,and plastic stages of new microcrack.The fitting of the total energy absorbed before the peak and the released e-lastic energy of the sample showed a linear growth relationship with the loading rate.The relationship curves between Ue/U,Ud/U,stress ratio,and axial strain were obtained,and they were divided into three stages of change:the primary fracture compression closure stage(σ1/σmax<0.25),sandstone continuously absorbs energy stage(0.25<σ1/σmax<0.8)and energy dissipation stage(σ1/σmax>0.8).The higher the loading rate,the greater the damage stress and Ue/U,and the smaller the Ud/U.

variable loading rateuniaxial compressionsandstonemechanical propertiesenergy characteristics

王忠伟、张迎春、温慧、娄杰、张燕斌、杨玉顺

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国能蒙西煤化工股份有限公司棋盘井煤矿,内蒙古鄂尔多斯 016000

淮阴工学院建筑工程学院,江苏淮安 223001

变加载速率 单轴压缩 砂岩 力学特性 能量特性

国家自然科学基金国家自然科学基金河南省重点研发与推广专项(2022)"淮上英才计划"驻淮高校优秀博士项目(2021)

5197410451904093222102320183

2024

能源与环保
河南省煤炭科学研究院有限公司 河南省煤炭学会

能源与环保

CSTPCD
影响因子:0.221
ISSN:1003-0506
年,卷(期):2024.46(4)
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