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Behaviour of recycled aggregates RC columns strengthened with CFRP under uniaxial compressive loadings

机译:通过CFRP在单轴压缩载量下加强RC柱的再循环柱的行为

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The recent development in the construction industry has significantly influenced the socio-economic growth and the built environment of the mega cities around the globe.However,these developments have also resulted in millions of tonnes of construction demolition waste,which is mainly dumped,in the already populated landfills.As a result,the construction waste is not only causing a threat to the natural resources but also to the already deteriorating environment.Over recent past,studies have been conducted which investigated the use of concrete based construction waste as recycled coarse aggregates in preparing concrete for structural purposes.Based on these studies,in general it was found that the concrete compressive strength decreases with the increase in the percentage of recycled aggregates.Furthermore,studies have also been carried out in which use of Carbon Fiber Polymers wrapped along the outer surfaces of the structural elements resulted in significant increase of load carrying capacity.Therefore,in this study,investigation aims at the behaviour of reinforced concrete columns made with recycled aggregates and wrapped with Carbon Fiber Reinforced Polymers under uniaxial static compressive loading.For this purpose,12 rectangular specimens having cross section dimensions of 150mm x 300mm and height of 600mm reinforced both longitudinally and transversely were used.The specimens were made with three different mixes of concrete having 0%,30% and 50% of recycled aggregates.It was found that the recycled aggregates reinforced concrete specimens wrapped with CFRP exhibited higher compressive loads as compared to their corresponding specimens made with natural aggregates.
机译:建筑业最近的发展,大大影响了全球大众城市的社会经济增长和建造环境。然而,这些发展也导致数百万吨建筑拆迁废物,主要倾倒在内已经填充了垃圾填埋场。结果,建筑浪费不仅对自然资源造成威胁,而且对已经恶化的环境造成了威胁。最近,已经进行了研究,研究了使用混凝土的建筑垃圾作为再生粗聚集体的使用在制备混凝土中的结构性目的时。总之,一般来说,有发现混凝土抗压强度随着再循环聚集体的百分比的增加而降低。许可,还在其中使用碳纤维聚合物携带的研究结构元件的外表面导致负荷携带的显着增加因此,在本研究中,调查旨在通过再生骨料制成的钢筋混凝土柱的行为,并在单轴静态压缩负载下用碳纤维增强聚合物包裹。此目的,具有150mm x 300mm的横截面尺寸的12个矩形试样。使用纵向和横向增强的600mm的高度。用三种不同的混凝土制成,其具有0%,30%和50%的再循环聚集体。发现与CFRP包裹的再生骨料泛燃混凝土样本呈现更高与其相应的用天然聚集体制成的样品相比,压缩载荷。

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