利用3D打印透明模型和应力冻结技术对巷道尺度结构面嵌套的拱廊围岩的全场应力和塑性区进行可视化分析

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yang Ju , Dongyi Xing , Shanyong Wang , Zhangyu Ren , Changbing Wan
{"title":"利用3D打印透明模型和应力冻结技术对巷道尺度结构面嵌套的拱廊围岩的全场应力和塑性区进行可视化分析","authors":"Yang Ju ,&nbsp;Dongyi Xing ,&nbsp;Shanyong Wang ,&nbsp;Zhangyu Ren ,&nbsp;Changbing Wan","doi":"10.1016/j.tust.2025.106772","DOIUrl":null,"url":null,"abstract":"<div><div>Embedded roadway-scale discontinuities present significant risks to the safety of underground tunnels. Their effects on the stress distribution, plastic zone development, and failure behavior must be systematically analyzed for optimizing the tunnel design and support systems. However, accurately quantifying the full-field stress and visualizing failure processes in 3D tunnels through laboratory experiments and numerical simulations remains challenging. This study proposes a novel experimental system that integrates 3D printing, stress-freezing, and digital photoelasticity techniques to address the challenges associated with the preparation of structurally complex tunnel models, quantitative analysis of stress and plastic zones, and visualization of failure behaviors. The 3D experimental results indicate that the embedded structural plane exhibits considerable stress localization and blocking effects. The stress concentration and plastic zones are primarily located at the structural plane ends and on regions far from the structural plane. Furthermore, the presence of the structural plane significantly alters the failure mode of the tunnel, presenting pronounced regional failure characteristics. The 3D experiments in this study consider the influence of the model thickness direction and structural plane effects, which are typically neglected in simplified 2D analyses. Consequently, more realistic insights into the distribution and evolution of stress, plastic zones, and failure behaviors within tunnels are obtained. The mechanisms and principles realized through these laboratory experiments present new perspectives for optimizing and further improving the tunnel design and support systems. Furthermore, they present a scientific basis and valuable reference for subsequent numerical simulations of engineering-scale, structurally complex tunnel systems.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"163 ","pages":"Article 106772"},"PeriodicalIF":6.7000,"publicationDate":"2025-06-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Visualizing the full-field stress and plastic zones in arch tunnel surrounding rocks embedded with roadway-scale discontinuities using 3D printed transparent models and stress freezing techniques\",\"authors\":\"Yang Ju ,&nbsp;Dongyi Xing ,&nbsp;Shanyong Wang ,&nbsp;Zhangyu Ren ,&nbsp;Changbing Wan\",\"doi\":\"10.1016/j.tust.2025.106772\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Embedded roadway-scale discontinuities present significant risks to the safety of underground tunnels. Their effects on the stress distribution, plastic zone development, and failure behavior must be systematically analyzed for optimizing the tunnel design and support systems. However, accurately quantifying the full-field stress and visualizing failure processes in 3D tunnels through laboratory experiments and numerical simulations remains challenging. This study proposes a novel experimental system that integrates 3D printing, stress-freezing, and digital photoelasticity techniques to address the challenges associated with the preparation of structurally complex tunnel models, quantitative analysis of stress and plastic zones, and visualization of failure behaviors. The 3D experimental results indicate that the embedded structural plane exhibits considerable stress localization and blocking effects. The stress concentration and plastic zones are primarily located at the structural plane ends and on regions far from the structural plane. Furthermore, the presence of the structural plane significantly alters the failure mode of the tunnel, presenting pronounced regional failure characteristics. The 3D experiments in this study consider the influence of the model thickness direction and structural plane effects, which are typically neglected in simplified 2D analyses. Consequently, more realistic insights into the distribution and evolution of stress, plastic zones, and failure behaviors within tunnels are obtained. The mechanisms and principles realized through these laboratory experiments present new perspectives for optimizing and further improving the tunnel design and support systems. Furthermore, they present a scientific basis and valuable reference for subsequent numerical simulations of engineering-scale, structurally complex tunnel systems.</div></div>\",\"PeriodicalId\":49414,\"journal\":{\"name\":\"Tunnelling and Underground Space Technology\",\"volume\":\"163 \",\"pages\":\"Article 106772\"},\"PeriodicalIF\":6.7000,\"publicationDate\":\"2025-06-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Tunnelling and Underground Space Technology\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0886779825004109\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779825004109","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

摘要

埋置的道路尺度结构面对地下隧道的安全构成重大威胁。为了优化隧道设计和支护系统,必须系统地分析它们对应力分布、塑性区发展和破坏行为的影响。然而,通过实验室实验和数值模拟准确量化三维隧道的全场应力和可视化破坏过程仍然具有挑战性。本研究提出了一种新的实验系统,该系统集成了3D打印、应力冻结和数字光弹性技术,以解决与复杂结构隧道模型制备、应力和塑性区定量分析以及破坏行为可视化相关的挑战。三维实验结果表明,埋置结构面具有明显的应力局部化和阻塞效应。应力集中区和塑性区主要位于结构面端部和远离结构面的区域。结构面的存在显著改变了隧道的破坏模式,呈现出明显的区域破坏特征。本研究的三维实验考虑了模型厚度方向和结构面效应的影响,这些在简化的二维分析中通常被忽略。因此,对隧道内应力、塑性区和破坏行为的分布和演变有了更现实的认识。通过室内实验实现的机理和原理为优化和进一步改进隧道设计和支护系统提供了新的视角。为后续工程规模、结构复杂的隧道系统数值模拟提供了科学依据和有价值的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Visualizing the full-field stress and plastic zones in arch tunnel surrounding rocks embedded with roadway-scale discontinuities using 3D printed transparent models and stress freezing techniques
Embedded roadway-scale discontinuities present significant risks to the safety of underground tunnels. Their effects on the stress distribution, plastic zone development, and failure behavior must be systematically analyzed for optimizing the tunnel design and support systems. However, accurately quantifying the full-field stress and visualizing failure processes in 3D tunnels through laboratory experiments and numerical simulations remains challenging. This study proposes a novel experimental system that integrates 3D printing, stress-freezing, and digital photoelasticity techniques to address the challenges associated with the preparation of structurally complex tunnel models, quantitative analysis of stress and plastic zones, and visualization of failure behaviors. The 3D experimental results indicate that the embedded structural plane exhibits considerable stress localization and blocking effects. The stress concentration and plastic zones are primarily located at the structural plane ends and on regions far from the structural plane. Furthermore, the presence of the structural plane significantly alters the failure mode of the tunnel, presenting pronounced regional failure characteristics. The 3D experiments in this study consider the influence of the model thickness direction and structural plane effects, which are typically neglected in simplified 2D analyses. Consequently, more realistic insights into the distribution and evolution of stress, plastic zones, and failure behaviors within tunnels are obtained. The mechanisms and principles realized through these laboratory experiments present new perspectives for optimizing and further improving the tunnel design and support systems. Furthermore, they present a scientific basis and valuable reference for subsequent numerical simulations of engineering-scale, structurally complex tunnel systems.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信