Yunhong Guo , Qifeng Guo , Libo Liu , Wenhui Tan , Siwei Wu , Xiong Yin , Jiliang Pan
{"title":"火焰处理花岗岩裂纹扩展及断裂过程带演化试验研究","authors":"Yunhong Guo , Qifeng Guo , Libo Liu , Wenhui Tan , Siwei Wu , Xiong Yin , Jiliang Pan","doi":"10.1016/j.tafmec.2025.105267","DOIUrl":null,"url":null,"abstract":"<div><div>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·mm<sup>0.5</sup> To 17.46 MPa·mm<sup>0.5</sup>), 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</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"141 ","pages":"Article 105267"},"PeriodicalIF":5.6000,"publicationDate":"2025-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental investigation on crack propagation and fracture process zone evolution in flame-treated granite\",\"authors\":\"Yunhong Guo , Qifeng Guo , Libo Liu , Wenhui Tan , Siwei Wu , Xiong Yin , Jiliang Pan\",\"doi\":\"10.1016/j.tafmec.2025.105267\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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·mm<sup>0.5</sup> To 17.46 MPa·mm<sup>0.5</sup>), 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</div></div>\",\"PeriodicalId\":22879,\"journal\":{\"name\":\"Theoretical and Applied Fracture Mechanics\",\"volume\":\"141 \",\"pages\":\"Article 105267\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2025-09-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Theoretical and Applied Fracture Mechanics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0167844225004252\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Theoretical and Applied Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167844225004252","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
Experimental investigation on crack propagation and fracture process zone evolution in flame-treated granite
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
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.