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Study of Mechanical Properties of an Eco-Friendly Concrete Containing Recycled Carbon Fiber Reinforced Polymer and Recycled Aggregate

机译:含环型碳纤维增强聚合物的环保混凝土力学性能研究及再生骨料

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摘要

This study investigates the feasibility of collaborative use of recycled carbon fiber reinforced polymer (RCFRP) fibers and recycled aggregate (RA) in concrete, which is called RCFRP fiber reinforced RA concrete (RFRAC). The mechanical properties of the composite were studied through experimental investigation, considering different RCFRP fiber contents (0%, 0.5%, 1.0%, and 1.5% by volume) and different RA replacement rates (0%, 10%, 20%, and 30% by volume). Specifically, ten different mixes were designed to explore the flowability and compressive and flexural strengths of the proposed composite. Experimental results indicated that the addition of RCFRP fibers and RA had a relatively small influence on the compressive strength of concrete (less than 5%). Moreover, the addition of RA slightly decreased the flexural strength of concrete, while the addition of RCFRP fibers could significantly improve the flexural performance. For example, the flexural strength of RA concrete with 1.5% RCFRP fiber addition increased by 32.7%. Considering the good flexural properties of the composite and its potential in reducing waste CFRP and construction solid waste, the proposed RFRAC is promising for use in civil concrete structures with high flexural performance requirements.
机译:本研究研究了再生碳纤维增强聚合物(RCFRP)纤维和再循环骨料(RA)在混凝土中的协同用途的可行性,称为RCFRP纤维增强RA混凝土(RFRAC)。通过实验研究研究了复合材料的机械性能,考虑到不同的RCFRP纤维含量(0%,0.5%,1.0%和1.5%(体积)和不同的RA更换率(0%,10%,20%和30% %卷)。具体地,设计了十种不同的混合物以探讨所提出的复合材料的流动性和压缩和弯曲强度。实验结果表明,加入RCFRP纤维和RA对混凝土的抗压强度的影响相对较小(小于5%)。此外,添加RA略微降低混凝土的弯曲强度,而加入RCFRP纤维可以显着提高弯曲性能。例如,Ra混凝土的弯曲强度为1.5%RCFRP纤维添加增加32.7%。考虑到复合材料的良好弯曲性能及其在减少废物CFRP和施工固体废物中的潜力,所提出的RFRAC是有希望用于具有高弯曲性能要求的混合结构。

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