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Investigation of microwave healing performance of electrically conductive carbon fiber modified asphalt mixture beams

机译:导电碳纤维改性沥青混合料梁的微波修复性能研究

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摘要

This presented paper aimed to investigate the physical properties and microwave-healing performance of carbon fiber modified asphalt mixture. Two types of carbon fibers, HexTow (R) IM8 and AS4 (from HEXCEL Company), were added to asphalt mixture. About 2% and 4% HexTow (R) IM8 fiber (by mixture weight) were chopped and dry-mixed for the modified asphalt mixture. About 1.5% and 3% of HexTow (R) AS4 fiber (by binder weight) were pre-cut and wet-mixed with asphalt binder then the modified asphalt mixture was produced. The thermal conductivity of carbon fiber modified asphalt mixture samples increased while the electrical resistivity decreased with added fiber content. The measured original fracture strengths from elastic-supported beam bending tests indicated that the original fracture strength of the small-amount carbon fiber modified asphalt mixture maintained or decreased. However, when the content of carbon fiber exceeds a certain amount, the original fracture strength increases due to fiber reinforcement. In addition, the cyclic fracture-microwave healing tests were conducted to evaluate the healing performance of the control and carbon fibers modified asphalt mixture samples. The test results of recovered strength indicated that the carbon fiber modified asphalt mixture can achieve superior healing performance with microwave healing approach. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文旨在研究碳纤维改性沥青混合料的物理性质和微波修复性能。将两种类型的碳纤维,HexTow IM8和AS4(来自HEXCEL公司)添加到沥青混合物中。将约2%和4%的HexTow IM8纤维(按混合物重量计)切碎并干混以制成改性沥青混合物。预切约1.5%和3%的HexTow AS4纤维(按粘合剂重量计)并与沥青粘合剂湿法混合,然后生产改性沥青混合物。碳纤维改性沥青混合料样品的热导率随纤维含量的增加而增加,而电阻率则随纤维含量的增加而降低。通过弹性支撑梁弯曲试验测得的原始断裂强度表明,少量碳纤维改性沥青混合物的原始断裂强度保持或降低。然而,当碳纤维的含量超过一定量时,原始断裂强度由于纤维增强而增加。此外,进行了循环断裂微波愈合测试,以评估对照和碳纤维改性沥青混合料样品的愈合性能。恢复强度的测试结果表明,碳纤维改性沥青混合料可通过微波修复方法达到优异的修复性能。 (C)2016 Elsevier Ltd.保留所有权利。

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