Coupling constitutive relations of AE parameter versus stress and strain for rock-like materials
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摘要: 利用液壓伺服試驗系統和聲波監測儀開展了巖石和混凝土材料聲發射特性試驗研究,并在試驗基礎上研究了損傷變量與聲發射參數之間的量化關系.結果表明,損傷變量與聲發射參數呈線性關系.采用基于Weibull分布的損傷本構模型及損傷變量與聲發射數間的經驗公式,推導出應力、應變參量與聲發射數參量的耦合模型,該模型參數可以根據應力-應變全曲線及損傷變量與聲發射數關系曲線的幾何邊界條件確定其表達式,方式簡單適用.通過與巖石和混凝土試樣單軸壓縮試驗實測結果對比,證實模型可以很好地反映單軸受壓狀態下巖石和混凝土的應力、應變與聲發射數的耦合關系.Abstract: Experiments on acoustic emission characteristics of rock and concrete samples were carried out with a servo-hydraulic test system and a smart acoustic monitoring device.Based on these experiments,the relationship between damage variable and acoustic emission(AE) parameter was investigated,and the results showed a linear correlation between them.By using the damage constitutive model based on Weibull distribution and the empirical relationship of damage variable versus acoustic emission number,the coupling models of acoustic emission parameter versus stress and strain were formulated.Parameters in the models can be determined according to the geometric boundary conditions of the full stress-strain curve and the curve of damage variable versus acoustic emission number.The process for acquiring these model parameters is simple and easy to use.A comparison between the results of the coupling models and the measured data by uniaxial compression testing for rock samples and concrete samples proves that the coupling models can better reflect the relations of acoustic emission parameter versus stress and strain.
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Key words:
- rock /
- concrete /
- acoustic emissions /
- stress-strain curves /
- constitutive models
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