Experimental investigation on crack propagation and fracture process zone evolution in flame-treated granite

IF 5.6 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Yunhong Guo , Qifeng Guo , Libo Liu , Wenhui Tan , Siwei Wu , Xiong Yin , Jiliang Pan
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Abstract

To investigate the mechanisms of crack propagation in thermally treated granite, rapid thermal disturbance was simulated using flame heating at 25–600 °C, followed by three-point bending tests. Crack propagation paths and crack tip responses were dynamically analyzed using digital image correlation (DIC). The results demonstrate that thermal treatment markedly weakens the structural integrity of granite: Fracture toughness decreases by 64.5 %(from 49.17 MPa·mm0.5 To 17.46 MPa·mm0.5), crack tip opening displacement increases to 33.5 μm, and the fracture process zone (FPZ) extends to 17.33 mm. Crack propagation mode evolves from brittle failure at ambient temperature to stable and asymmetric growth at elevated temperatures. Scanning electron microscopy (SEM) reveals that microcracks initiate along grain boundaries and progressively extend into grains, forming a connected damage network. With increasing temperature, stress concentrations induced by heterogeneous mineral thermal expansion accumulate, and near 573 °C, the α–β phase transition of quartz causes abrupt unit cell volume change and local stress redistribution, serving as a critical driver of high-temperature structural degradation
火焰处理花岗岩裂纹扩展及断裂过程带演化试验研究
为了研究热处理花岗岩的裂纹扩展机制,采用25-600°C火焰加热模拟快速热扰动,然后进行三点弯曲试验。采用数字图像相关技术对裂纹扩展路径和裂纹尖端响应进行了动态分析。结果表明:热处理显著削弱了花岗岩的结构完整性:断裂韧性降低64.5%(从49.17 MPa·mm0.5降低到17.46 MPa·mm0.5),裂纹尖端张开位移增大到33.5 μm,断裂过程区(FPZ)扩展到17.33 mm;裂纹扩展模式由常温下的脆性破坏演变为高温下的稳定非对称扩展。扫描电镜(SEM)显示,微裂纹沿晶界萌生,并逐渐向晶内扩展,形成连通的损伤网络。随着温度的升高,非均质矿物热膨胀引起的应力集中逐渐积累,在573℃附近,石英的α -β相变引起晶胞体积突变和局部应力重分布,是高温结构降解的关键驱动因素
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
期刊介绍: Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind. The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.
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