{"title":"Study on the dynamic mode I fracture characteristics of granite after different thermal-cold cycle","authors":"Lu Chen , Yuhao Xia , Qiuhong Wu , Ling Zeng","doi":"10.1016/j.tafmec.2025.105050","DOIUrl":null,"url":null,"abstract":"<div><div>Geothermal reservoir rocks undergo cyclic thermo-mechanical loading during EGS operations, where progressive damage accumulation and fracture network development directly dictate system performance and longevity. In order to investigate the dynamic fracture characteristics of granite under the action of thermal-cold cycles, dynamic fracture tests are carried out on the central straight crack semi-circular disc (NSCB) granite specimens treated with multiple thermal-cold cycles (maximum number of cycles 13 times) at 400 °C, and the crack expansion rate is monitored. Based on the digital image correlation (DIC) method, the impact of thermal and cold cycling effect on the fracture process zone (FPZ) is studied, and the morphological characteristics of the fracture surface are analyzed. The effect of cyclic treatment on the microstructure of granite is investigated using scanning electron microscopy (SEM). The results show that the dynamic fracture properties of granite are significantly degraded under the action of repeated hot and cold cycles. When the number of hot and cold cycles reaches more than 10 times, the decrease is more than 28.7 %. The fracture process zone of granite begins to develop gradually from the crack tip. The length of the fracture process zone increases first and then decreases with the increase of load, and the maximum value is 9.2 mm. The dynamic fracture toughness, the maximum length of FPZ and the average crack growth rate decrease exponentially with the increase of the number of thermal cycles. The fracture surface fractal dimension is negatively correlated with dynamic fracture toughness, suggesting that the decrease of fracture resistance promotes the generation of rougher fracture surfaces. Macroscopic damage trajectories indicate that thermal cracking is the main factor controlling the theory expansion path. The combined effects of high-temperature heating damage, fast cooling, thermal-cold cycles, and water weakness are responsible for the deterioration of granite damage.</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"139 ","pages":"Article 105050"},"PeriodicalIF":5.0000,"publicationDate":"2025-06-16","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/S0167844225002083","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}
引用次数: 0
Abstract
Geothermal reservoir rocks undergo cyclic thermo-mechanical loading during EGS operations, where progressive damage accumulation and fracture network development directly dictate system performance and longevity. In order to investigate the dynamic fracture characteristics of granite under the action of thermal-cold cycles, dynamic fracture tests are carried out on the central straight crack semi-circular disc (NSCB) granite specimens treated with multiple thermal-cold cycles (maximum number of cycles 13 times) at 400 °C, and the crack expansion rate is monitored. Based on the digital image correlation (DIC) method, the impact of thermal and cold cycling effect on the fracture process zone (FPZ) is studied, and the morphological characteristics of the fracture surface are analyzed. The effect of cyclic treatment on the microstructure of granite is investigated using scanning electron microscopy (SEM). The results show that the dynamic fracture properties of granite are significantly degraded under the action of repeated hot and cold cycles. When the number of hot and cold cycles reaches more than 10 times, the decrease is more than 28.7 %. The fracture process zone of granite begins to develop gradually from the crack tip. The length of the fracture process zone increases first and then decreases with the increase of load, and the maximum value is 9.2 mm. The dynamic fracture toughness, the maximum length of FPZ and the average crack growth rate decrease exponentially with the increase of the number of thermal cycles. The fracture surface fractal dimension is negatively correlated with dynamic fracture toughness, suggesting that the decrease of fracture resistance promotes the generation of rougher fracture surfaces. Macroscopic damage trajectories indicate that thermal cracking is the main factor controlling the theory expansion path. The combined effects of high-temperature heating damage, fast cooling, thermal-cold cycles, and water weakness are responsible for the deterioration of granite damage.
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.