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Study of the microstructure and flexural behavior of cementitious composites reinforced by surface modified carbon textiles

机译:表面改性碳纤维增强水泥基复合材料的微观结构和抗弯性能的研究

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In this paper, the effect of surface modification of a carbon textile on the flexural behavior of the textile reinforced fine aggregate concretes was investigated. Three different surface modifying agents (i.e. styrene butadiene latex, hydrophilic oil and epoxy resin) were applied as coating on the carbon textiles at different weight ratios (i.e. 35,70, and 100% by weight of the textile). The four point bending test was carried out on the samples. It was found that the textile surface modification led to an increase in the ductility of the textile reinforced concretes (TRCs). Utilizing the latex and oil coated textile reduced the post cracking strengths of the TRC samples while the epoxy coated textile led to a considerable increase in the post cracking strength (i.e. in the range of 72-190%). It was also found that the flexural toughness of the epoxy coated textile reinforced concrete improved in the range of 250-780% compared to the uncoated textile reinforced concrete. Meanwhile, it was found that in order to improve the flexural strength and toughness of the TRCs, it is more effective to apply surface modification to the textiles instead of using higher contents of reinforcing textiles. Finally, the interfacial transition zone (ITZ) of the textile and cement based matrix in all the samples was characterized using scanning electron microscopy (SEM) and energy -dispersive X-ray (EDX) spectroscopy. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文研究了碳纤维表面改性对纤维增强细骨料混凝土抗弯性能的影响。将三种不同的表面改性剂(即苯乙烯丁二烯胶乳,亲水性油和环氧树脂)以不同的重量比(即35.70%和织物重量的100%)涂覆在碳纤维织物上。对样品进行四点弯曲测试。发现纺织品表面改性导致纺织品增强混凝土(TRC)的延展性增加。使用乳胶和涂油的纺织品降低了TRC样品的后开裂强度,而环氧涂层的纺织品导致后开裂强度显着提高(即在72-190%的范围内)。还发现与未涂覆的织物增强混凝土相比,环氧涂覆的织物增强混凝土的抗弯韧性提高了250-780%。同时,发现为了提高TRC的弯曲强度和韧性,对织物进行表面改性比使用更高含量的增强织物更有效。最后,使用扫描电子显微镜(SEM)和能量色散X射线(EDX)光谱对所有样品中基于纺织品和水泥的基质的界面过渡区(ITZ)进行了表征。 (C)2017 Elsevier Ltd.保留所有权利。

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