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Development of economic, practical and green ultra-high performance fiber reinforced concrete verified by particle packing model

机译:经济,实用和绿色超高性能纤维钢筋混凝土的开发颗粒包装模型验证

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Ultra High Performance Fiber Reinforced Concrete (UHPFRC) is a type of concrete which possess very high compressive strength (more than 150 MPa) and high ductility which makes it a suitable material for manufacturing pre-cast structural elements. Manufacturing this type of concrete in large-scale is however not appealing to industry which leads to limited application. The main reason for this can be attributed to the manufacturing cost of UHPC due to the high cementitious materials and fine aggregate (less than 600 μm) contents. This study focused on a step by step procedure making UHPFRC more practical, cost-effective and green by not only introducing coarse aggregate in the mix but also increasing the aggregate content, resulting in lower consumption of cementitious materials. The particle packing of the mix design developments were compared to the modified Andreasen & Andersen particle packing model and it was confirmed that an increase in cement content can result in a reduction in strength when the combined particle size distribution contains too many particles of a similar size. The final proposed mix designs per compressive strength generates 10 % less CO2and 75 % more affordable than the typical commercial UHPFRC.
机译:超高性能纤维钢筋混凝土(UHPFRC)是一种混凝土,具有非常高的抗压强度(超过150MPa)和高延展性,其使其成为制造预浇铸结构元件的合适材料。然而,在大规模中制造这种类型的混凝土无论如何都没有吸引工业,导致应用有限。由于高水泥材料和细聚集体(小于600μm)含量,因此这可能归因于UHPC的制造成本。本研究专注于一步一步的程序,使UHPFRC更实用,成本效益和绿色,不仅在混合物中引入粗骨料而且增加了骨料含量,导致胶凝材料的消耗较低。将混合设计发展的颗粒包装与改性的Andreasen&Andersen颗粒填充模型进行了比较,并且证实水泥含量的增加可能导致当组合的粒度分布含有相似尺寸的太多颗粒时强度降低。每个抗压强度的最终提出的混合设计产生的CO 2和75%比典型的商业UHPFRC更实惠。

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