重新审视水泥基复合材料的关键缺陷

E. Landis, Chula Gangsa, L. Flanders
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引用次数: 10

摘要

在这项工作中,分析了x射线显微层析图像,以量化小砂浆样品中空隙的影响,特别关注界面过渡区(ITZ)的孔隙率。试件名义上为直径5mm,长4mm的圆柱体,直径0.5 mm的玻璃珠骨料。样品通过基于同步加速器的x射线微断层扫描,同时将其放置在劈开圆柱体配置的原位加载框架中。扫描未损坏的标本,评估孔隙度在散装膏体和在ITZ。具体来说,浆料中的空洞和ITZ中的孔隙被叠加到试样的主拉伸应力图上,试图识别关键缺陷并测量它们在劈裂圆柱体强度中的作用。结果表明,应力强度因子型方法可用于识别水泥浆体试件的关键缺陷。同样,可以根据局部主应力和局部应力来确定临界ITZ区域。
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Revisiting Critical Flaws in Cement-Based Composites
AbstractIn this work, X-ray microtomographic images were analyzed to quantify the influence of void spaces in small mortar specimens, with a particular focus on the porosity of the interfacial transition zone (ITZ). Specimens were nominally 5-mm-diameter, 4-mm-long cylinders with 0.5-mm-diameter glass bead aggregates. Specimens were scanned via synchrotron-based X-ray microtomography while they were positioned in an in situ loading frame in a split cylinder configuration. Scans of undamaged specimens were evaluated for porosity both in the bulk paste and in the ITZ. Specifically, voids in the paste and porosity in the ITZ were superimposed onto a map of the principal tensile stress in the specimen in an attempt to identify critical flaws and to measure their role in split cylinder strength. Results indicate that a stress intensity factor-type approach can be used to identify critical flaws in cement paste specimens. Similarly, a critical ITZ region can be identified based on local principal stress and loc...
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