砂岩中模式 III 断裂在动态和静态载荷下的差异响应特征

IF 3.1 2区 材料科学 Q2 ENGINEERING, MECHANICAL
Xiaofeng Qin, Haijian Su, Liyuan Yu, Hao Wang, Ying Jiang, Thi Nhan Pham
{"title":"砂岩中模式 III 断裂在动态和静态载荷下的差异响应特征","authors":"Xiaofeng Qin,&nbsp;Haijian Su,&nbsp;Liyuan Yu,&nbsp;Hao Wang,&nbsp;Ying Jiang,&nbsp;Thi Nhan Pham","doi":"10.1111/ffe.14538","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>This work examines the effect of loading rate (\n<span></span><math>\n <semantics>\n <mrow>\n <mover>\n <mi>K</mi>\n <mo>·</mo>\n </mover>\n </mrow>\n <annotation>$$ \\overset{\\cdotp }{K} $$</annotation>\n </semantics></math>) on the mode III fracture behavior of sandstone. Edge-notched diametrically compressed (ENDC) disc sandstone specimens were tested under different static and dynamic mode III fracture loadings, revealing a clear loading rate effect on both mode III and mode I fractures. Specifically, the peak load and fracture toughness (<i>K</i><sub>IIIC,</sub> <i>K</i><sub>IC</sub>) increase as the \n<span></span><math>\n <semantics>\n <mrow>\n <mover>\n <mi>K</mi>\n <mo>·</mo>\n </mover>\n </mrow>\n <annotation>$$ \\overset{\\cdotp }{K} $$</annotation>\n </semantics></math> increases across both static and dynamic scales. At the static scale, the <i>K</i><sub>IIIC</sub> is about 1.28–1.38 times of the <i>K</i><sub>IC</sub>, whereas at the dynamic scale, the <i>K</i><sub>IIIC</sub> is less than the <i>K</i><sub>IC</sub>. The relationship between <i>K</i><sub>IIIC</sub> and <i>K</i><sub>IC</sub> is affected by the loading scale and the shape of the specimen, but the data collected thus far indicate that the origin and type of rock have minimal effect on this relationship. In addition, the fracture surface morphology characteristics were quantitatively analyzed.</p>\n </div>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"48 3","pages":"1315-1329"},"PeriodicalIF":3.1000,"publicationDate":"2024-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Differential Response of Fracture Characterization of Mode III Fracture in Sandstone Under Dynamic Versus Static Loading\",\"authors\":\"Xiaofeng Qin,&nbsp;Haijian Su,&nbsp;Liyuan Yu,&nbsp;Hao Wang,&nbsp;Ying Jiang,&nbsp;Thi Nhan Pham\",\"doi\":\"10.1111/ffe.14538\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div>\\n \\n <p>This work examines the effect of loading rate (\\n<span></span><math>\\n <semantics>\\n <mrow>\\n <mover>\\n <mi>K</mi>\\n <mo>·</mo>\\n </mover>\\n </mrow>\\n <annotation>$$ \\\\overset{\\\\cdotp }{K} $$</annotation>\\n </semantics></math>) on the mode III fracture behavior of sandstone. Edge-notched diametrically compressed (ENDC) disc sandstone specimens were tested under different static and dynamic mode III fracture loadings, revealing a clear loading rate effect on both mode III and mode I fractures. Specifically, the peak load and fracture toughness (<i>K</i><sub>IIIC,</sub> <i>K</i><sub>IC</sub>) increase as the \\n<span></span><math>\\n <semantics>\\n <mrow>\\n <mover>\\n <mi>K</mi>\\n <mo>·</mo>\\n </mover>\\n </mrow>\\n <annotation>$$ \\\\overset{\\\\cdotp }{K} $$</annotation>\\n </semantics></math> increases across both static and dynamic scales. At the static scale, the <i>K</i><sub>IIIC</sub> is about 1.28–1.38 times of the <i>K</i><sub>IC</sub>, whereas at the dynamic scale, the <i>K</i><sub>IIIC</sub> is less than the <i>K</i><sub>IC</sub>. The relationship between <i>K</i><sub>IIIC</sub> and <i>K</i><sub>IC</sub> is affected by the loading scale and the shape of the specimen, but the data collected thus far indicate that the origin and type of rock have minimal effect on this relationship. In addition, the fracture surface morphology characteristics were quantitatively analyzed.</p>\\n </div>\",\"PeriodicalId\":12298,\"journal\":{\"name\":\"Fatigue & Fracture of Engineering Materials & Structures\",\"volume\":\"48 3\",\"pages\":\"1315-1329\"},\"PeriodicalIF\":3.1000,\"publicationDate\":\"2024-12-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Fatigue & Fracture of Engineering Materials & Structures\",\"FirstCategoryId\":\"88\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1111/ffe.14538\",\"RegionNum\":2,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Fatigue & Fracture of Engineering Materials & Structures","FirstCategoryId":"88","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1111/ffe.14538","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0

摘要

本文章由计算机程序翻译,如有差异,请以英文原文为准。
Differential Response of Fracture Characterization of Mode III Fracture in Sandstone Under Dynamic Versus Static Loading

This work examines the effect of loading rate ( K · $$ \overset{\cdotp }{K} $$ ) on the mode III fracture behavior of sandstone. Edge-notched diametrically compressed (ENDC) disc sandstone specimens were tested under different static and dynamic mode III fracture loadings, revealing a clear loading rate effect on both mode III and mode I fractures. Specifically, the peak load and fracture toughness (KIIIC, KIC) increase as the K · $$ \overset{\cdotp }{K} $$ increases across both static and dynamic scales. At the static scale, the KIIIC is about 1.28–1.38 times of the KIC, whereas at the dynamic scale, the KIIIC is less than the KIC. The relationship between KIIIC and KIC is affected by the loading scale and the shape of the specimen, but the data collected thus far indicate that the origin and type of rock have minimal effect on this relationship. In addition, the fracture surface morphology characteristics were quantitatively analyzed.

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
CiteScore
6.30
自引率
18.90%
发文量
256
审稿时长
4 months
期刊介绍: Fatigue & Fracture of Engineering Materials & Structures (FFEMS) encompasses the broad topic of structural integrity which is founded on the mechanics of fatigue and fracture, and is concerned with the reliability and effectiveness of various materials and structural components of any scale or geometry. The editors publish original contributions that will stimulate the intellectual innovation that generates elegant, effective and economic engineering designs. The journal is interdisciplinary and includes papers from scientists and engineers in the fields of materials science, mechanics, physics, chemistry, etc.
×
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:481959085
Book学术官方微信