The characterization of marble by cyclic compression loading: experimental results

G. Royer-Carfagni, W. Salvatore
{"title":"The characterization of marble by cyclic compression loading: experimental results","authors":"G. Royer-Carfagni, W. Salvatore","doi":"10.1002/1099-1484(200010)5:7<535::AID-CFM102>3.0.CO;2-D","DOIUrl":null,"url":null,"abstract":"The degradation process of natural stones is reproduced by performing low-cycle-number, uniaxial compression fatigue tests on three different qualities of marble. A typical feature of fatigue tests is that repetition of loading cycles produces a progressive accumulation of permanent strain in the specimen, rather than any significant decay in the material's elastic moduli. This permanent deformation has been recognized as both due to the opening of micro-cracks as well as due to shear-like mechanisms. The relative contribution of each of these mechanisms to the overall behaviour of the materials depends heavily upon the orientation of the rift plane of the specimen, that is, whether the specimen has been cut with its axis orthogonal to the marble rift plane or parallel to it. In the first case, shear-like deformations are the most evident signs of the failure mechanism, while in the second, the marked increases in volume due to micro-cracking are evident early. Scanning electron microscope studies performed, evidence that there are two different phases in the marble's behaviour: the first one is characterized by calcite grain decohesion, that is, the grains remain integral, but detach along their interfaces upon repeated load cycles (grain de-cohesion); while in the second stage, there are evident signs of transgranular micro-cracking. These two distinct phases are shown to correlate with different stages in the material's macroscopic response to cyclic loading. Copyright © 2000 John Wiley & Sons, Ltd.","PeriodicalId":100899,"journal":{"name":"Mechanics of Cohesive-frictional Materials","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2000-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"40","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanics of Cohesive-frictional Materials","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1002/1099-1484(200010)5:7<535::AID-CFM102>3.0.CO;2-D","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 40

Abstract

The degradation process of natural stones is reproduced by performing low-cycle-number, uniaxial compression fatigue tests on three different qualities of marble. A typical feature of fatigue tests is that repetition of loading cycles produces a progressive accumulation of permanent strain in the specimen, rather than any significant decay in the material's elastic moduli. This permanent deformation has been recognized as both due to the opening of micro-cracks as well as due to shear-like mechanisms. The relative contribution of each of these mechanisms to the overall behaviour of the materials depends heavily upon the orientation of the rift plane of the specimen, that is, whether the specimen has been cut with its axis orthogonal to the marble rift plane or parallel to it. In the first case, shear-like deformations are the most evident signs of the failure mechanism, while in the second, the marked increases in volume due to micro-cracking are evident early. Scanning electron microscope studies performed, evidence that there are two different phases in the marble's behaviour: the first one is characterized by calcite grain decohesion, that is, the grains remain integral, but detach along their interfaces upon repeated load cycles (grain de-cohesion); while in the second stage, there are evident signs of transgranular micro-cracking. These two distinct phases are shown to correlate with different stages in the material's macroscopic response to cyclic loading. Copyright © 2000 John Wiley & Sons, Ltd.
大理岩循环压缩加载特性研究:实验结果
通过对三种不同质量的大理石进行低周数、单轴压缩疲劳试验,再现了天然石材的退化过程。疲劳试验的一个典型特征是,重复的加载循环在试样中产生永久应变的渐进积累,而不是材料的弹性模量的任何显著衰减。这种永久变形被认为是由于微裂纹的打开以及由于剪切机制。每种机制对材料整体行为的相对贡献在很大程度上取决于试样的裂缝面方向,也就是说,试样的轴线是否与大理石裂缝面正交或平行。在第一种情况下,剪切变形是破坏机制最明显的迹象,而在第二种情况下,由于微裂纹引起的体积明显增加很早就很明显。扫描电镜研究表明,大理岩的行为存在两种不同的阶段:第一个阶段的特征是方解石颗粒脱黏,即颗粒保持完整,但在重复加载循环时沿其界面分离(颗粒脱黏);而在第二阶段,有明显的穿晶微裂纹迹象。这两个不同的阶段被证明与材料对循环加载的宏观响应的不同阶段相关。版权所有©2000约翰威利父子有限公司
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
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