Nanoproperties of Fly Ash based Geopolymer Concrete with Polypropylene Fibres

Q2 Engineering
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Abstract

Due of its amorphous-like properties, geopolymer concrete (GPC) possesses good quasi-brittle behavior. New studies has revealed that polypropylene fibre can also be used to concrete to increase the material's strength. In the ongoing work, a novel geopolymer concrete (FGPC) that was modified with polypropylene fibres been created as a replacement to conventional cement concrete. FT-IR, XRD, SEM, and the BET adsorption-desorption isotherm model were employed to evaluate the nanoproperties of the geopolymer concrete modified with polypropylene fibre. The maximum compressive strength will be most probably present in the developed concrete. Comparing FGPC to GPC and OPC, the pore capacity of FGPC was decreased by 0.025705 cm3/g and the water absorption was decreased. The substance in FGPC's SEM picture is denser than that in OPC and GPC. The interfacial bond between the minerals and the utilization of polypropylene fibre enhance the durability of geopolymer concrete, which was additionally supported by FTIR technique. Micro - cracks on the surface of OPC and GPC reduce compressive strength while enhancing porosity and water absorption
聚丙烯纤维粉煤灰基土工聚合物混凝土的纳米性能
由于其非晶态的特性,地聚合物混凝土具有良好的准脆性。新的研究表明,聚丙烯纤维也可以用于混凝土,以增加材料的强度。在正在进行的工作中,用聚丙烯纤维改性的新型地聚合物混凝土(FGPC)被创造出来,作为传统水泥混凝土的替代品。采用FT-IR、XRD、SEM和BET吸附-脱附等温线模型对聚丙烯纤维改性地聚合物混凝土的纳米性能进行了表征。最大抗压强度很可能出现在已开发的混凝土中。与GPC和OPC相比,FGPC的孔隙容量降低了0.025705 cm3/g,吸水率降低。FGPC的SEM图中的物质密度大于OPC和GPC。矿物之间的界面结合和聚丙烯纤维的使用提高了地聚合物混凝土的耐久性,FTIR技术对其提供了额外的支持。OPC和GPC表面的微裂纹在提高孔隙率和吸水率的同时降低了抗压强度
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