等幅低周疲劳载荷下储热岩力学性能及断裂损伤行为

IF 4.7 2区 工程技术 Q1 MECHANICS
Jiangteng Li , Zhanming Shi , Fugui Yuan , Baosheng Guo , Mengxiang Wang , Hang Lin , Dongya Han , Kaihui Li
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引用次数: 0

摘要

研究了具有蓄热潜力的花岗岩在等幅低周疲劳载荷作用下的力学性能和断裂损伤行为。基于声发射(AE)振铃数、b值和AF-RA的分布演化特征,分析了试样的裂纹扩展过程、裂纹扩展规模以及张剪裂纹比例的变化。通过矿物薄片分析给出了试样热损伤的矿物尺度证据,并利用耗散势函数建立了疲劳损伤模型。结果表明:随着下极限应力水平的增加,试样的疲劳变形和疲劳损伤呈阶梯状增加,而加载和卸载响应比和裂纹演化过程具有阶段性演化特征;温度对试样的疲劳力学性能有增强和减弱两种作用机制。在温度强化阶段,试样的疲劳强度比对照组提高了约8%,呈现出以拉伸裂纹为主的突然失稳破坏模式。在温度弱化阶段,试样的疲劳强度下降约50%,破坏模式转变为渐进式失稳破坏。温度影响机理主要受矿物颗粒热膨胀、相变、脱水分解反应、游离水蒸发等因素控制。穿晶裂纹、平行解理和分层是热损伤的矿物尺度证据。疲劳损伤与循环次数之间的非线性关系可以转化为阶段累积损伤与应力比之间的线性关系。试样的阶段累积损伤曲线呈倒S型,可分为初始损伤、稳定损伤和加速损伤三个阶段。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanical properties and fracture damage behavior of thermal storage rocks under constant amplitude low cycle fatigue loading
This paper studied the mechanical properties and fracture damage behavior of granite with thermal storage potential under constant amplitude low cycle fatigue loading. Based on the distribution evolution characteristics of acoustic emission (AE) ringing counts, b-values, and AF-RA, the crack growth process, crack growth scale, and the change in the ratio of tension-shear cracks in the samples were analyzed. Mineral scale evidence of thermal damage of the sample was given through mineral thin section analysis, and a fatigue damage model was established using the dissipated potential function. The results show that with the increase of the lower limit stress level, the fatigue deformation and fatigue damage of the sample increase in a step-like manner, while the loading and unloading response ratio and crack evolution process have staged evolution characteristics. Temperature has two mechanisms for the fatigue mechanical properties of the sample: strengthening and weakening. In the temperature strengthening stage, the fatigue strength of the sample increased by about 8% compared with the control group, showing a sudden instability failure mode dominated by tensile cracks. In the temperature weakening stage, the fatigue strength of the sample decreased by about 50%, and the failure mode changed to progressive instability failure. The mechanism of temperature influence is mainly controlled by factors such as thermal expansion of mineral particles, phase change, dehydration decomposition reaction, and evaporation of free water. Transgranular cracks, parallel cleavage, and stratification are mineral-scale evidence of thermal damage. The nonlinear relationship between fatigue damage and cycle number can be converted into a linear relationship between stage cumulative damage and stress ratio. The stage cumulative damage curve of the sample is inverted S shape, which can be divided into three stages: initial damage, stable damage, and accelerated damage.
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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