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Study on Bending Damage Constitutive Model and Mechanical Properties of Limestone Based on Acoustic Emission

机译:基于声发射的石灰岩弯曲损伤损伤损伤构成模型及力学性能研究

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摘要

To reveal the mechanical characteristics and damage evolution mechanism of limestone in the bending process, the cumulative acoustic emission (AE) hits were used to define the damage variable, and the rock microbody hypothesis and the Weibull distribution function were applied to further improve the damage variable. Meanwhile, the bending damage constitutive model of limestone under three-point bending was developed based on the Lemaitre strain equivalence principle and the continuum damage theory. Then, the three-point bending test with acoustic emission monitoring was carried out to verify the rationality and validity of the model. Results showed that the modified damage variable D had an exponential distribution with the strain ε, and the damage was mainly concentrated in the macrocrack propagation stage. Moreover, the bending neutral layer moved towards the compressive zone in the bending damage process. The bending neutral layer, furthermore, moved slowly a small distance at the initial stage of bending fracture but moved fast a long distance at the end stage of bending fracture. In addition, the bending damage constitutive model could be quantitatively expressed by the cumulative AE hits Np, the stress σ, the strain ε, and Young’s modulus E. The theoretical stress-strain model curves agreed well with experimental results, which demonstrated that the proposed model could capture the damage evolution of limestone reasonably in the bending process.
机译:为了揭示石灰石在弯曲过程中的机械特性和损伤演化机制,使用累积的声学发射(AE)命中来定义损伤变量,并且应用岩石微生物假设和Weibull分布函数进一步改善损伤变量。同时,三点弯曲下石灰石弯曲损伤本构模型基于LEMAITRE应变当量原理和连续损伤理论。然后,进行了具有声发射监测的三点弯曲测试以验证模型的合理性和有效性。结果表明,改进的损伤变量D具有菌株ε指数分布,损坏主要集中在MacRecrack传播阶段。此外,弯曲中性层在弯曲损坏过程中朝向压缩区移动。此外,弯曲中性层在弯曲断裂的初始阶段移动缓慢地移动,但在弯曲骨折的端部处移动快速距离。另外,弯曲损伤本构模型可以通过累积AE定量表达,应力σ,应变ε和杨氏模量E.与实验结果相加的理论应力 - 应变模型曲线,这表明提出的模型可以合理地捕获石灰石的损伤演变在弯曲过程中。

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