Pengju Wang , Gang Wang , Changsheng Wang , Yujing Jiang
{"title":"花岗岩在不同热处理条件下的断裂机制:对冷却诱发破坏特征的洞察","authors":"Pengju Wang , Gang Wang , Changsheng Wang , Yujing Jiang","doi":"10.1016/j.tafmec.2025.104942","DOIUrl":null,"url":null,"abstract":"<div><div>Geothermal energy extraction and unconventional oil and gas production inevitably result in cooling shocks for high-temperature rock masses. In this study, the mode I fracture characteristics and failure mechanisms of granite under different temperatures (20–400° C) and cooling methods (air cooling and water cooling) were investigated. Heat-treated semi-circular bend specimens were subjected to three-point bending tests. A formula for calculating the elastic modulus of SCB specimens was proposed. Advanced characterization techniques, including digital image correlation for fracture process zone (FPZ) and crack tip opening displacement (CTOD) measurement, 3D laser scanning for fracture surface morphology analysis, and scanning electron microscopy for fracture surface microstructure examination, were systematically employed. A 3D heterogeneous numerical model was established to study granite temperature and stress changes during heat treatment. The integrated experimental and numerical results reveal the influence of cooling methods on granite fracture mechanisms. As the heating temperature rose, fracture toughness, strain energy, and energy-release rate decreased, whereas the elastic modulus first grew and then decreased. Compared with air cooling, water cooling caused more significant deterioration to the mechanical properties of granite. At the peak load stage, both FPZ length and critical CTOD grew with heating temperature, with a notable increase at 400 °C. However, the FPZ width did not change significantly. Water-cooled granite consistently exhibited longer FPZs and higher critical CTODs than air-cooled granite. With increasing temperature, the surface roughness coefficient increased, but the tortuosity first increased, then decreased. It was found that water cooling resulted in more tortuous fracture paths and rougher fracture surfaces, as well as lower fracture permeability. These findings can provide theoretical and engineering guidance for enhancing deep energy extraction efficiency.</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"138 ","pages":"Article 104942"},"PeriodicalIF":5.0000,"publicationDate":"2025-03-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Fracture mechanisms of granite subjected to varied thermal treatments: Insights into cooling-induced failure characteristics\",\"authors\":\"Pengju Wang , Gang Wang , Changsheng Wang , Yujing Jiang\",\"doi\":\"10.1016/j.tafmec.2025.104942\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Geothermal energy extraction and unconventional oil and gas production inevitably result in cooling shocks for high-temperature rock masses. In this study, the mode I fracture characteristics and failure mechanisms of granite under different temperatures (20–400° C) and cooling methods (air cooling and water cooling) were investigated. Heat-treated semi-circular bend specimens were subjected to three-point bending tests. A formula for calculating the elastic modulus of SCB specimens was proposed. Advanced characterization techniques, including digital image correlation for fracture process zone (FPZ) and crack tip opening displacement (CTOD) measurement, 3D laser scanning for fracture surface morphology analysis, and scanning electron microscopy for fracture surface microstructure examination, were systematically employed. A 3D heterogeneous numerical model was established to study granite temperature and stress changes during heat treatment. The integrated experimental and numerical results reveal the influence of cooling methods on granite fracture mechanisms. As the heating temperature rose, fracture toughness, strain energy, and energy-release rate decreased, whereas the elastic modulus first grew and then decreased. Compared with air cooling, water cooling caused more significant deterioration to the mechanical properties of granite. At the peak load stage, both FPZ length and critical CTOD grew with heating temperature, with a notable increase at 400 °C. However, the FPZ width did not change significantly. Water-cooled granite consistently exhibited longer FPZs and higher critical CTODs than air-cooled granite. With increasing temperature, the surface roughness coefficient increased, but the tortuosity first increased, then decreased. It was found that water cooling resulted in more tortuous fracture paths and rougher fracture surfaces, as well as lower fracture permeability. These findings can provide theoretical and engineering guidance for enhancing deep energy extraction efficiency.</div></div>\",\"PeriodicalId\":22879,\"journal\":{\"name\":\"Theoretical and Applied Fracture Mechanics\",\"volume\":\"138 \",\"pages\":\"Article 104942\"},\"PeriodicalIF\":5.0000,\"publicationDate\":\"2025-03-23\",\"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/S0167844225001004\",\"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/S0167844225001004","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}
Fracture mechanisms of granite subjected to varied thermal treatments: Insights into cooling-induced failure characteristics
Geothermal energy extraction and unconventional oil and gas production inevitably result in cooling shocks for high-temperature rock masses. In this study, the mode I fracture characteristics and failure mechanisms of granite under different temperatures (20–400° C) and cooling methods (air cooling and water cooling) were investigated. Heat-treated semi-circular bend specimens were subjected to three-point bending tests. A formula for calculating the elastic modulus of SCB specimens was proposed. Advanced characterization techniques, including digital image correlation for fracture process zone (FPZ) and crack tip opening displacement (CTOD) measurement, 3D laser scanning for fracture surface morphology analysis, and scanning electron microscopy for fracture surface microstructure examination, were systematically employed. A 3D heterogeneous numerical model was established to study granite temperature and stress changes during heat treatment. The integrated experimental and numerical results reveal the influence of cooling methods on granite fracture mechanisms. As the heating temperature rose, fracture toughness, strain energy, and energy-release rate decreased, whereas the elastic modulus first grew and then decreased. Compared with air cooling, water cooling caused more significant deterioration to the mechanical properties of granite. At the peak load stage, both FPZ length and critical CTOD grew with heating temperature, with a notable increase at 400 °C. However, the FPZ width did not change significantly. Water-cooled granite consistently exhibited longer FPZs and higher critical CTODs than air-cooled granite. With increasing temperature, the surface roughness coefficient increased, but the tortuosity first increased, then decreased. It was found that water cooling resulted in more tortuous fracture paths and rougher fracture surfaces, as well as lower fracture permeability. These findings can provide theoretical and engineering guidance for enhancing deep energy extraction efficiency.
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.