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首页> 外文期刊>Cement and Concrete Research >Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking
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Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking

机译:工程胶结复合材料的内部固化,可防止早期自生收缩裂纹

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This investigation was carried out to study the effects of using a replacement percentage of saturated lightweight fine aggregate (LWA) as an internal curing agent on the shrinkage and mechanical behavior of Engineered Cementitious Composites (ECC). ECC is a micromechanically-based, designed high-performance, fiber-reinforced cementitious composite with high ductility and improved durability due to tight crack width. Standard ECC mixtures are typically produced with micro-silica sand (200 mu m maximum aggregate size). Two replacement levels of silica sand with saturated LWA (fraction 0.59-4.76 mm) were adopted: the investigation used 10 and 20 percent by weight of total silica sand content, respectively. For each LWA replacement level, two different ECC mixtures with a fly ash-to-Portland cement ratio (FA/PC) of 1.2 and 2.2 were cast. In a control test series, two types of standard ECC mixtures with only silica sand were also studied. To investigate the effect of replacing a portion of the silica sand with saturated LWA on the mechanical properties of ECC, the study compared the results of uniaxial tensile, flexure and compressive strength tests, crack development, autogenous shrinkage and drying shrinkage. The test results showed that the autogenous shrinkage strains of the control ECCs with a low water-to-cementitious material ratio (W/CM) (0.27) and high volume FA developed rapidly, even at early ages. The results also showed that up to a 20 percent replacement of normal-weight silica sand with saturated LWA was very effective in reducing the autogenous shrinkage and drying shrinkage of ECC. On the other hand, the partial replacement of silica sand with saturated LWA with a nominal maximum aggregate size of 4.76 mm is shown to have a negative effect, especially on the ductility and strength properties of ECC. The test results also confirm that the autogenous shrinkage and drying shrinkage of ECC significantly decreases with increasing FA content. Moreover, increasing FA content is shown to have a positive effect on the ductility of ECC.
机译:进行了这项研究,以研究使用替代百分比的饱和轻质细骨料(LWA)作为内部固化剂对工程水泥复合材料(ECC)的收缩率和机械性能的影响。 ECC是基于微机械设计的高性能纤维增强水泥基复合材料,具有高延展性,并由于紧密的裂缝宽度而提高了耐久性。标准ECC混合物通常使用微硅砂(最大骨料尺寸为200微米)生产。采用饱和LWA(分数0.59-4.76 mm)的两种替代水平的石英砂:调查使用的硅砂总重量分别为10%和20%。对于每个LWA替换级别,均浇铸了粉煤灰与波特兰水泥比(FA / PC)为1.2和2.2的两种不同ECC混合物。在对照测试系列中,还研究了两种仅含硅砂的标准ECC混合物。为了研究用饱和的LWA代替部分硅砂对ECC力学性能的影响,该研究比较了单轴拉伸,挠曲和抗压强度测试,裂纹发展,自生收缩和干燥收缩的结果。测试结果表明,具有低水灰比(W / CM)(0.27)和高体积FA的对照ECC的自生收缩应变即使在早期也能迅速发展。结果还表明,用饱和的LWA代替普通重量的硅砂最多可有效减少ECC的自发收缩和干燥收缩20%。另一方面,用饱和的LWA(名义最大集料尺寸为4.76 mm)部分替代硅砂被证明具有负面影响,特别是对ECC的延展性和强度性能。测试结果还证实,随着FA含量的增加,ECC的自生收缩和干燥收缩显着降低。而且,显示出增加的FA含量对ECC的延展性具有积极作用。

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