Fatemeh Ashoor , Abolfazl Abdollahipour , Mohammad Hossein Khosravi
{"title":"基于位移不连续法和数字图像相关的岩石-圆盘-刀具相互作用接触压力的数值与实验分析","authors":"Fatemeh Ashoor , Abolfazl Abdollahipour , Mohammad Hossein Khosravi","doi":"10.1016/j.trgeo.2025.101583","DOIUrl":null,"url":null,"abstract":"<div><div>Accurately predicting contact pressure distribution in rock-disc cutter interaction is crucial for optimizing tunnel boring machine (TBM) performance. This study presents a numerical and experimental investigation of contact pressure using the Higher-Order Displacement Discontinuity Method (HODDM) and Digital Image Correlation (DIC). The numerical model was developed to analyze stress and strain distributions under varying cutter force conditions, and its results were validated through controlled experimental testing using a linear cutting simulator. The numerical analysis reveals that pressure distribution follows a downward parabolic trend, with peak values concentrated in the central contact zone. This trend was also confirmed from experimental DIC measurements. The study further investigates the influence of the rotational-to-normal force ratio (<em>F<sub>r</sub>/F<sub>n</sub></em>) on stress concentration, showing that increasing this ratio amplifies peak pressure and alters crack propagation patterns. Additionally, the proposed <em>FWxM</em> criterion quantifies pressure distribution zones, demonstrating that higher <em>F<sub>r</sub>/F<sub>n</sub></em> ratios lead to a broader pressure spread beneath the cutter, potentially improving rock fragmentation efficiency. These findings enhance the understanding of rock fracturing mechanisms and provide a validated approach for predicting cutter forces, aiding in TBM cutter design optimization. The results indicate that accurate pressure distribution modeling can contribute to reducing cutter wear and enhancing excavation efficiency in hard rock tunneling.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"52 ","pages":"Article 101583"},"PeriodicalIF":4.9000,"publicationDate":"2025-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Numerical and experimental analysis of contact pressure in rock-disc cutter interaction using displacement discontinuity method and digital image correlation\",\"authors\":\"Fatemeh Ashoor , Abolfazl Abdollahipour , Mohammad Hossein Khosravi\",\"doi\":\"10.1016/j.trgeo.2025.101583\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Accurately predicting contact pressure distribution in rock-disc cutter interaction is crucial for optimizing tunnel boring machine (TBM) performance. This study presents a numerical and experimental investigation of contact pressure using the Higher-Order Displacement Discontinuity Method (HODDM) and Digital Image Correlation (DIC). The numerical model was developed to analyze stress and strain distributions under varying cutter force conditions, and its results were validated through controlled experimental testing using a linear cutting simulator. The numerical analysis reveals that pressure distribution follows a downward parabolic trend, with peak values concentrated in the central contact zone. This trend was also confirmed from experimental DIC measurements. The study further investigates the influence of the rotational-to-normal force ratio (<em>F<sub>r</sub>/F<sub>n</sub></em>) on stress concentration, showing that increasing this ratio amplifies peak pressure and alters crack propagation patterns. Additionally, the proposed <em>FWxM</em> criterion quantifies pressure distribution zones, demonstrating that higher <em>F<sub>r</sub>/F<sub>n</sub></em> ratios lead to a broader pressure spread beneath the cutter, potentially improving rock fragmentation efficiency. These findings enhance the understanding of rock fracturing mechanisms and provide a validated approach for predicting cutter forces, aiding in TBM cutter design optimization. The results indicate that accurate pressure distribution modeling can contribute to reducing cutter wear and enhancing excavation efficiency in hard rock tunneling.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"52 \",\"pages\":\"Article 101583\"},\"PeriodicalIF\":4.9000,\"publicationDate\":\"2025-05-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214391225001023\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225001023","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Numerical and experimental analysis of contact pressure in rock-disc cutter interaction using displacement discontinuity method and digital image correlation
Accurately predicting contact pressure distribution in rock-disc cutter interaction is crucial for optimizing tunnel boring machine (TBM) performance. This study presents a numerical and experimental investigation of contact pressure using the Higher-Order Displacement Discontinuity Method (HODDM) and Digital Image Correlation (DIC). The numerical model was developed to analyze stress and strain distributions under varying cutter force conditions, and its results were validated through controlled experimental testing using a linear cutting simulator. The numerical analysis reveals that pressure distribution follows a downward parabolic trend, with peak values concentrated in the central contact zone. This trend was also confirmed from experimental DIC measurements. The study further investigates the influence of the rotational-to-normal force ratio (Fr/Fn) on stress concentration, showing that increasing this ratio amplifies peak pressure and alters crack propagation patterns. Additionally, the proposed FWxM criterion quantifies pressure distribution zones, demonstrating that higher Fr/Fn ratios lead to a broader pressure spread beneath the cutter, potentially improving rock fragmentation efficiency. These findings enhance the understanding of rock fracturing mechanisms and provide a validated approach for predicting cutter forces, aiding in TBM cutter design optimization. The results indicate that accurate pressure distribution modeling can contribute to reducing cutter wear and enhancing excavation efficiency in hard rock tunneling.
期刊介绍:
Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.