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混凝土单轴压缩过程中损伤演化与声发射分析
引用本文:栗青,李潜涛,高阳,李震.混凝土单轴压缩过程中损伤演化与声发射分析[J].沈阳工业大学学报,2005,42(6):687-693.
作者姓名:栗青  李潜涛  高阳  李震
作者单位:1. 沈阳工业大学 建筑与土木工程学院, 沈阳 110870; 2. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室, 武汉 430071; 3. 河南理工大学 土木工程学院, 河南 焦作 454000
基金项目:国家自然科学基金项目(51704097)
摘    要:为了研究混凝土单轴压缩状态下的损伤演化过程,利用声发射设备采集试样破坏过程的声发射数据,基于声发射信号建立声发射能量表述的损伤本构方程,对损伤程度进行量化表述,提出了损伤因子在启裂强度和损伤强度的取值区间.基于连续介质损伤力学,对微裂纹的发育过程和声发射能量数综合分析.结果表明,理论应力-应变曲线与试验曲线吻合较好,混凝土单轴压缩过程各阶段吻合度较高,混凝土单轴压缩损伤本构模型具有一定的合理性.

关 键 词:混凝土  单轴压缩  损伤演化  声发射  损伤本构方程  损伤因子  启裂强度  损伤强度  

Analysis for damage evolution and acoustic emission in uniaxial compression process of concrete
LI Qing,LI Qian-tao,GAO Yang,LI Zhen.Analysis for damage evolution and acoustic emission in uniaxial compression process of concrete[J].Journal of Shenyang University of Technology,2005,42(6):687-693.
Authors:LI Qing  LI Qian-tao  GAO Yang  LI Zhen
Affiliation:1. School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics of Chinese Academy of Sciences, Wuhan 430071, China; 3. School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China
Abstract:In order to study the damage evolution process of concrete under uniaxial compression state, the acoustic emission data in the sample destruction process were collected with the acoustic emission equipment, and the damage constitutive equation represented by the acoustic emission energy was established, according to the acoustic emission signal. The damage degree was quantitatively presented. The value interval of damage factor between the cracking and the damage strength was proposed. Based on the damage mechanics of continuum media, a comprehensive analysis for the development process of microcrack and the number of acoustic emission energies was conducted. The results show that the theoretical stress-strain curve agrees well with the experimental curves, and the fitting degree at each stage in the uniaxial compression process of concrete is higher. The constitutive model for the uniaxial compression damage of concrete is rational to a considerable degree.
Keywords:concrete  uniaxial compression  damage evolution  acoustic emission  damage constitutive equation  damage factor  initiation strength  damage strength  
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