期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
水压循环作用下砂岩损伤本构模型研究 被引量:1
1
作者 赵二平 贾小兵 +1 位作者 龚章龙 李建林 《水利水电技术》 CSCD 北大核心 2018年第9期1-7,共7页
针对三峡库区水位反复升降作用下岩体质量劣化易致边坡及地基失稳的问题,以三峡库区典型砂岩为研究对象,利用岩石全自动多功能三轴流变仪开展了不同水压循环作用次数下砂岩力学特性试验研究。结果表明:水压循环次数越多对砂岩试样造成... 针对三峡库区水位反复升降作用下岩体质量劣化易致边坡及地基失稳的问题,以三峡库区典型砂岩为研究对象,利用岩石全自动多功能三轴流变仪开展了不同水压循环作用次数下砂岩力学特性试验研究。结果表明:水压循环次数越多对砂岩试样造成的损伤越大;根据水压循环过程中岩体的应力应变关系曲线特征,借助损伤理论及Weibull概率密度函数,建立了考虑砂岩损伤效应的损伤统计本构模型。对比分析表明:该模型与试验曲线符合较好,能够较好的反映水压循环作用对砂岩的损伤效应;随着水压循环作用次数的增加,Weibull分布参数F和m均逐渐减小; F与围压之间呈指数关系,而m与围压之间呈负指数关系,揭示了水压循环作用下岩样宏观强度逐渐降低的特性。研究成果对库区边坡及地基在水压循环作用下的稳定分析具有一定的参考价值。 展开更多
关键词 砂岩 水压循环 损伤演化方程 损伤本构方程 岩石材料损伤 广义胡克定律 三轴压缩试验 抗压强度
下载PDF
A damage constitutive model of rock-like materials containing a single crack under the action of chemical corrosion and uniaxial compression 被引量:11
2
作者 PAN Ji-liang CAI Mei-feng +1 位作者 LI Peng GUO Qi-feng 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第2期486-498,共13页
To describe the deformation and strength characteristics of the corroded rock-like specimens containing a single crack under uniaxial compression,a damage constitutive model combining hydro-chemical damage with coupli... To describe the deformation and strength characteristics of the corroded rock-like specimens containing a single crack under uniaxial compression,a damage constitutive model combining hydro-chemical damage with coupling damage of micro-flaws and macro-cracks is proposed.Firstly,based on phenomenological theory,the damage variable of the rock-like specimens subjected to water environment erosion and chemical corrosion is obtained.Secondly,a coupled damage variable for cracked rock-like specimens is derived based on the Lemaitre strain equivalence hypothesis,which combines the Weibull statistical damage model for micro-flaws and the fracture mechanics model for a macro single crack.Then,considering the residual strength characteristics of the rock-like materials,the damage variable is modified by introducing the correction coefficient,and the damage constitutive model of the corroded rock-like specimens with a single crack under uniaxial compression is established.The model is verified by comparing the experimental stress−strain curves,and the results are in good agreement with those provided in the literature.Finally,the correction coefficient of the damage variable proposed in this paper is discussed.The damage constitutive model developed in this paper provides an effective method to describe the stress−strain relationship and residual strength characteristics of the corroded rock-like specimens with a single crack under uniaxial compression. 展开更多
关键词 rock-like material single-cracked rock damage constitutive model hydro-chemical erosion residual strength damage variable
下载PDF
Potential of acoustic emissions from three point bending tests as rock failure precursors 被引量:8
3
作者 Agioutantis Z. Kaklis K. +3 位作者 Mavrigiannakis S. Verigakis M. Vallianatos F. Saltas V. 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第1期155-160,共6页
Development of failure in brittle materials is associated with microcracks,which release energy in the form of elastic waves called acoustic emissions. This paper presents results from acoustic emission measurements o... Development of failure in brittle materials is associated with microcracks,which release energy in the form of elastic waves called acoustic emissions. This paper presents results from acoustic emission measurements obtained during three point bending tests on Nestos marble under laboratory conditions.Acoustic emission activity was monitored using piezoelectric acoustic emission sensors,and the potential for accurate prediction of rock damage based on acoustic emission data was investigated. Damage localization was determined based on acoustic emissions generated from the critically stressed region as scattered events at stresses below and close to the strength of the material. 展开更多
关键词 Acoustic emissionsThree point bending testIndirect tensile strengthCrack localizationNestos marble
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部