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The effect of temperature and moisture on electrical resistance, strain sensitivity and crack sensitivity of steel fiber reinforced smart cement composite

机译:温度和湿度对钢纤维增强智能水泥复合材料电阻,应变敏感性和裂纹敏感性的影响

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Earthquakes, material degradations and other environmental factors necessitate structural health monitoring (SHM). Metal foil strain gages used for SHM have low durability and low sensitivity. These factors motivated researchers to work on cement based strain sensors. In this study, the effects of temperature and moisture on electrical resistance, compressive and tensile strain gage factors (strain sensitivity) and crack sensitivity were determined for steel fiber reinforced cement based composite. A rapid increase of electrical resistance at 200 degrees C was observed due to damage occurring between cement paste, aggregates and steel fibers. The moisture-electrical resistance relationship was investigated. The specimens taken out of the cure were saturated with water and had a moisture content of 9.49%. The minimum electrical resistance was obtained at 9% moisture at which fiber-fiber and fiber-matrix contact was maximum and the water in micro voids was acting as an electrolyte, conducting electrons. The variation of compressive and tensile strain gage factors (strain sensitivities) and crack sensitivity were investigated by conducting compression, split tensile and notched bending tests with different moisture contents. The highest gage factor for the compression test was obtained at optimal moisture content, at which electrical resistance was minimum. The tensile strain gage factor for split tensile test and crack sensitivity increased by decreasing moisture content. The mechanisms between moisture content, electrical resistance, gage factors and crack sensitivity were elucidated. The relations of moisture content with electrical resistance, gage factors and crack sensitivities have been presented for the first time in this study for steel fiber reinforced cement based composites. The results are important for the development of self sensing cement based smart materials.
机译:地震,材料退化和其他环境因素使得必须进行结构健康监测(SHM)。用于SHM的金属箔应变计具有低耐久性和低灵敏度。这些因素促使研究人员致力于水泥基应变传感器的研究。在这项研究中,确定了温度和湿度对钢纤维增强水泥基复合材料的电阻,压缩应变和拉伸应变系数(应变敏感性)和裂纹敏感性的影响。由于在水泥浆,骨料和钢纤维之间发生损坏,在200摄氏度时观察到电阻迅速增加。研究了湿气-电阻关系。从固化物中取出的样品用水饱和并且水分含量为9.49%。在9%的湿度下获得了最小的电阻,在该湿度下纤维与纤维和纤维与基质的接触最大,微空隙中的水起电解质的作用,传导电子。通过进行不同水分含量的压缩,分体拉伸和缺口弯曲试验,研究了压缩应变和拉伸应变应变系数(应变敏感性)和裂纹敏感性的变化。在最佳水分含量下获得了用于压缩试验的最高量规因子,此时电阻最小。通过降低水分含量,可提高分裂拉伸试验的拉伸应变系数和裂纹敏感性。阐明了水分含量,电阻,应变系数和裂纹敏感性之间的机理。在这项研究中,首次提出了钢纤维增强水泥基复合材料的含水量与电阻,应变系数和裂纹敏感性之间的关系。这些结果对于开发自感应水泥基智能材料具有重要意义。

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