Using X-ray transmission/attenuation to quantify fluid absorption in cracked concrete

J. Weiss, M. Geiker, K. K. Hansen
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引用次数: 12

Abstract

Cracks can alter the rate of fluid transport in concrete. Unfortunately, however, quantitative information is lacking to provide definitive statements regarding the extent to which cracks reduce durability or long-term performance. This paper describes a study that used X-ray transmission/attenuation to determine the influence of cracking on the absorption of fluid in concrete. Specifically, an experimental method is presented which uses a wedge splitting test to pre-crack specimens. These pre-cracked specimens were dried and ponded with water. At various times after the start of water ponding, X-ray attenuation measurements were taken using a grid of points around the crack. By repeating this measurement and comparing the change in X-ray transmission/attenuation, the ingress of the fluid could be determined by locating the position of the moisture front. An approach is presented to determine the geometry of the crack by using water absorption perimeter measurements of the wetting front in the concrete.
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使用x射线透射/衰减来量化裂缝混凝土中的流体吸收
裂缝可以改变混凝土中流体输送的速率。然而,不幸的是,缺乏定量信息来提供关于裂纹降低耐久性或长期性能的程度的明确陈述。本文描述了一项利用x射线透射/衰减来确定裂缝对混凝土中流体吸收的影响的研究。提出了一种利用楔形劈裂试验对试件进行预裂的试验方法。这些预裂的标本被晒干并放入水中。在蓄水开始后的不同时间,利用裂缝周围的点网格进行x射线衰减测量。通过重复该测量并比较x射线透射/衰减的变化,可以通过定位水分锋的位置来确定流体的进入。提出了一种利用混凝土湿润前缘吸水周长测量来确定裂缝几何形状的方法。
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