炭质花岗岩临界裂纹开度

A. Fakhimi, Poyan Asem, A. Tarokh, J. Labuz
{"title":"炭质花岗岩临界裂纹开度","authors":"A. Fakhimi, Poyan Asem, A. Tarokh, J. Labuz","doi":"10.56952/arma-2022-0447","DOIUrl":null,"url":null,"abstract":"A simple testing apparatus has been designed for measurement of tensile strength of rock and characterization of fracture parameters such as critical crack opening displacement. The apparatus is a hardened-steel beam with a notch and a cut-out, designed so that the rock specimen is subjected to uniform stress through its thickness with negligible bending. The dimensions of the apparatus are length = 280.0 mm, height = 100.0 mm, and thickness = 26.5 mm; the notch length = 60.0 mm and width = 2.0 mm. Two strain gages, SG 1 and 2, are attached near the notch tip and the apparatus is calibrated to provide the tensile stress in the specimen. A Charcoal granite specimen with side notches at its center was used for testing within a closed-loop, servo-hydraulic load with crack opening displacement (COD) at a rate of 0.02 micron/s used as the feedback signal. The rock specimen was attached to the bottom cut-out using an epoxy adhesive. Two strain gages were installed on the rock surface close to the notch tips. Digital image correlation (DIC) was used to investigate the displacement field and the symmetry of displacement along the ligament length. The crack initiation and propagation in the post-peak regime is discussed using the data from the strain gages and DIC. The results show that the apparatus can be used to investigate post-peak response and critical crack opening displacement of a brittle rock.","PeriodicalId":418045,"journal":{"name":"Proceedings 56th US Rock Mechanics / Geomechanics Symposium","volume":"7 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Critical crack opening of Charcoal granite\",\"authors\":\"A. Fakhimi, Poyan Asem, A. Tarokh, J. Labuz\",\"doi\":\"10.56952/arma-2022-0447\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A simple testing apparatus has been designed for measurement of tensile strength of rock and characterization of fracture parameters such as critical crack opening displacement. The apparatus is a hardened-steel beam with a notch and a cut-out, designed so that the rock specimen is subjected to uniform stress through its thickness with negligible bending. The dimensions of the apparatus are length = 280.0 mm, height = 100.0 mm, and thickness = 26.5 mm; the notch length = 60.0 mm and width = 2.0 mm. Two strain gages, SG 1 and 2, are attached near the notch tip and the apparatus is calibrated to provide the tensile stress in the specimen. A Charcoal granite specimen with side notches at its center was used for testing within a closed-loop, servo-hydraulic load with crack opening displacement (COD) at a rate of 0.02 micron/s used as the feedback signal. The rock specimen was attached to the bottom cut-out using an epoxy adhesive. Two strain gages were installed on the rock surface close to the notch tips. Digital image correlation (DIC) was used to investigate the displacement field and the symmetry of displacement along the ligament length. The crack initiation and propagation in the post-peak regime is discussed using the data from the strain gages and DIC. The results show that the apparatus can be used to investigate post-peak response and critical crack opening displacement of a brittle rock.\",\"PeriodicalId\":418045,\"journal\":{\"name\":\"Proceedings 56th US Rock Mechanics / Geomechanics Symposium\",\"volume\":\"7 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings 56th US Rock Mechanics / Geomechanics Symposium\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.56952/arma-2022-0447\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings 56th US Rock Mechanics / Geomechanics Symposium","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.56952/arma-2022-0447","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

设计了一种简单的测试装置,用于测量岩石的抗拉强度和表征临界裂纹张开位移等断裂参数。该装置是一个带有缺口和切口的硬化钢梁,其设计使岩石试样在其厚度上承受均匀的应力,弯曲可以忽略不计。设备尺寸:长= 280.0 mm,高= 100.0 mm,厚= 26.5 mm;缺口长度= 60.0 mm,宽度= 2.0 mm。两个应变计,sg1和sg2,连接在缺口尖端附近,仪器被校准以提供试样中的拉伸应力。在以裂纹张开位移(COD)速率为0.02 μ m /s的闭环伺服液压加载条件下,采用中心有侧缺口的炭质花岗岩试样进行测试。岩石试样用环氧胶粘剂附着在底部切口上。在靠近缺口尖端的岩石表面安装了两个应变片。采用数字图像相关(DIC)技术对韧带位移场和位移沿韧带长度的对称性进行了研究。利用应变片和DIC数据讨论了峰后裂纹的萌生和扩展。结果表明,该装置可用于研究脆性岩石的峰后响应和临界裂纹张开位移。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Critical crack opening of Charcoal granite
A simple testing apparatus has been designed for measurement of tensile strength of rock and characterization of fracture parameters such as critical crack opening displacement. The apparatus is a hardened-steel beam with a notch and a cut-out, designed so that the rock specimen is subjected to uniform stress through its thickness with negligible bending. The dimensions of the apparatus are length = 280.0 mm, height = 100.0 mm, and thickness = 26.5 mm; the notch length = 60.0 mm and width = 2.0 mm. Two strain gages, SG 1 and 2, are attached near the notch tip and the apparatus is calibrated to provide the tensile stress in the specimen. A Charcoal granite specimen with side notches at its center was used for testing within a closed-loop, servo-hydraulic load with crack opening displacement (COD) at a rate of 0.02 micron/s used as the feedback signal. The rock specimen was attached to the bottom cut-out using an epoxy adhesive. Two strain gages were installed on the rock surface close to the notch tips. Digital image correlation (DIC) was used to investigate the displacement field and the symmetry of displacement along the ligament length. The crack initiation and propagation in the post-peak regime is discussed using the data from the strain gages and DIC. The results show that the apparatus can be used to investigate post-peak response and critical crack opening displacement of a brittle rock.
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
自引率
0.00%
发文量
0
期刊最新文献
Strength effects of microfracture on granular microstructures evaluated by FDEM direct numerical simulation EGS Stimulation Design with Uncertainty Quantification at the EGS Collab Site Mitigation of Sand Production Risk using Thermally Expandable Polymeric Beads Simulation-Based Patterns Optimization of Enhanced Geothermal System Effect of interlaminar difference on Height propagation behavior of hydraulic fracture in Lucaogou Shale
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1