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The behavior of concrete columns confined by UHP-FRCC jacketing

机译:UHP-FRCC夹套限制混凝土柱的行为

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Ultra-High Performance - Fiber Reinforced Cementitious Composites (UHP-FRCC) show excellent mechanical performances, and therefore can be effectively used to retrofit concrete structures. Similarly to the traditional Reinforced Concrete (RC) jacketing, also when a layer of UHP-FRCC is applied on an existing column a sort of confinement can be obtained. Accordingly, the purpose of this study is to investigate the performances of plain concrete cylinders, confined by UHP-FRCC and subjected to uniaxial compression. In some of the layers, high volume fly ash has also been used to replace part of the cement and reduce the environmental impact. As a result, the compressive strength of the concrete core can be enhanced by the presence of UHP-FRCC layer, but when partially using fly-ash, the confinement effect of the jacket reduced. To determine the best solution among the different proposed options, the eco-mechanical analysis was also carried out.
机译:超高性能 - 纤维增强水泥复合材料(UHP-FRCC)显示出优异的机械性能,因此可以有效地用于改造混凝土结构。 类似于传统的钢筋混凝土(RC)夹套,当时可以获得在现有柱上施加一层UHP-FRCC时,可以获得一种限制。 因此,本研究的目的是研究普通混凝土圆柱体的性能,由UHP-FRCC限制并进行单轴压缩。 在一些层中,大容量粉煤灰也被用来代替部分水泥并减少环境影响。 结果,通过UHP-FRCC层的存在,可以增强混凝土芯的抗压强度,但是当部分使用粉煤灰时,夹套的限制效果降低。 为了确定不同提出的选择中的最佳解决方案,还进行了生态机械分析。

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