{"title":"The characterization of marble by cyclic compression loading: experimental results","authors":"Gianni Royer-Carfagni, Walter Salvatore","doi":"10.1002/1099-1484(200010)5:7<535::AID-CFM102>3.0.CO;2-D","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":100899,"journal":{"name":"Mechanics of Cohesive-frictional Materials","volume":"5 7","pages":"535-563"},"PeriodicalIF":0.0000,"publicationDate":"2000-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1002/1099-1484(200010)5:7<535::AID-CFM102>3.0.CO;2-D","citationCount":"40","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanics of Cohesive-frictional Materials","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/1099-1484%28200010%295%3A7%3C535%3A%3AAID-CFM102%3E3.0.CO%3B2-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.
循环压缩载荷对大理石的表征:实验结果
通过对三种不同质量的大理石进行低循环数单轴压缩疲劳试验,再现了天然石材的降解过程。疲劳试验的一个典型特征是,重复加载循环会在试样中产生永久应变的逐渐累积,而不是材料弹性模量的任何显著衰减。这种永久变形既被认为是由于微裂纹的张开,也被认为是因为类似剪切的机制。这些机制中的每一种对材料整体性能的相对贡献在很大程度上取决于试样裂谷平面的方向,也就是说,试样的切割轴线是垂直于大理石裂谷平面还是平行于大理石裂谷面。在第一种情况下,类剪切变形是破坏机制的最明显迹象,而在第二种情况下,由于微裂纹导致的体积的显著增加在早期是明显的。扫描电子显微镜研究表明,大理岩的行为有两个不同的阶段:第一个阶段的特征是方解石颗粒脱粘,即颗粒保持完整,但在重复荷载循环(颗粒脱粘)时沿其界面分离;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载荷的宏观响应的不同阶段相关。版权所有©2000 John Wiley&;有限公司。
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