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Mechanical behavior of recycled lightweight concrete using EVA waste and CDW under moderate temperature

机译:中等温度下使用EVA废料和CDW的再生轻质混凝土的力学性能

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Many benefits can be achieved by using recycled waste as raw material for construction. Some of them are the reduction of the total cost of the construction, the reduction of the consumption of energy and the decrease in the use of natural materials. The construction sector can also incorporate the waste of the other industries, like the waste of the shoes industry, the Ethylene Vinyl Acetate (EVA). EVA aggregate is obtained by cutting off the waste of EVA expanded sheets used to produce insoles and innersoles of the shoes. In this work two types of recycled aggregate were used - construction and demolition waste (CDW) and EVA. The aim of this work was to study the influence of the use of these recycled aggregates, as replacement of the natural coarse aggregate, on mechanical behavior of recycled concrete. The experimental program was developed with two w/c ratio: 0.49 and 0.82. Four mixtures with produced with different aggregates substitution rates (0, 50%EVA, 50%CDW and 25%EVA-25%CDW), by volume. Compressive tests were carried out to evaluable the influence of recycled aggregate on strength, elastic modulus and Poisson coefficient. In addition, it was evaluated the effect of the moderate temperatures (50, 70 and 100o C) on stress-strain behavior of concretes studied. The results demonstrated that is possible to use the EVA waste and RCD to produces lightweight concrete. The influence of temperature was more significant only on elastic modulus of the recycled concrete with 50%EVA.
机译:使用回收废料作为建筑原料可以实现许多好处。其中一些是减少建筑总成本,减少能源消耗和减少天然材料的使用。建筑业还可以吸收其他行业的废料,例如制鞋业的废料乙烯醋酸乙烯酯(EVA)。 EVA骨料是通过将用于生产鞋垫和鞋内底的EVA发泡片材切掉而获得的。在这项工作中,使用了两种类型的再生骨料-建筑废料和拆除废物(CDW)和EVA。这项工作的目的是研究使用这些再生骨料代替天然粗骨料对再生混凝土的机械性能的影响。开发了具有两个w / c比率的实验程序:0.49和0.82。四种混合物具有不同的聚集体替代率(0、50%EVA,50%CDW和25%EVA-25%CDW),按体积计。进行压缩试验以评估再生骨料对强度,弹性模量和泊松系数的影响。此外,还评估了中等温度(50、70和100o C)对所研究混凝土的应力-应变行为的影响。结果表明,可以使用EVA废料和RCD生产轻质混凝土。温度的影响仅对EVA为50%的再生混凝土的弹性模量更为显着。

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