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通过微X射线荧光成像研究低熟料工程水泥基复合材料的抗硫酸盐性能。

Sulphate resistance of low-clinker engineered cementitious composites examined by MicroXRF imaging.

作者信息

Szeto Connor, Kurtis Kimberly E

机构信息

School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, Georgia, USA.

出版信息

J Microsc. 2024 May;294(2):239-250. doi: 10.1111/jmi.13303. Epub 2024 Apr 10.

Abstract

Engineered cementitious composites (ECC) are a class of high-performing fibre-reinforced cementitious materials recognised for their increased ductility and durability compared to conventional cement-based materials, owing to their autogenously controlled tight crack widths, even when subjected to high strains. To reduce ECC's environmental impact, this research examines the use of a low-clinker binder - limestone-calcined clay cement (LC3) - as an alternative to portland cement (PC), along with fly ash to further reduce the clinker proportion and the embodied CO of the formulations. In conventional concrete, LC3 hydrates to a denser microstructure resulting from the synergistic reaction between limestone and calcined clay. At the lower water contents typical of ECC and with the presence of fly ash, the influence of the binder composition on the microstructure is difficult to anticipate. To examine the influence of these compositional variables on microstructure, permeability and durability, the sulphate resistance of LC3-based ECC is explored. Specifically, the ECC-LC3 blends are designed with high clinker replacement rate of 75% by mass of binder and contain either conventional fly ash or reclaimed fly ash at 50% by mass of binder. Expansion of ECC-LC3 samples subjected to standard sodium sulphate test conditions was measured up to 12 months and the depth of penetration of sulphates into the ECC-LC3 of varying compositions was quantified using micro-X-Ray Fluorescence (microXRF) imaging and modelling. The expansion results show that the ECC-LC3 formulations performed better than the PC samples and can provide adequate resistance to external sulphate attack, even when reclaimed fly ashes are used in place of the conventional ash. In addition, the shallow penetration of sulphate into these cementitious composites demonstrates the low diffusion coefficients values that were determined using the quantitative data from MicroXRF imaging.

摘要

工程水泥基复合材料(ECC)是一类高性能纤维增强水泥基材料,与传统水泥基材料相比,因其具有自控制的紧密裂缝宽度,即使在高应变情况下,也具有更高的延展性和耐久性。为了减少ECC对环境的影响,本研究考察了使用低熟料胶凝材料——石灰石煅烧粘土水泥(LC3)——替代波特兰水泥(PC),并加入粉煤灰以进一步降低配方中的熟料比例和隐含碳排放量。在传统混凝土中,LC3水化形成更致密的微观结构,这是石灰石和煅烧粘土之间协同反应的结果。在ECC典型的较低水含量以及存在粉煤灰的情况下,胶凝材料组成对微观结构的影响难以预测。为了研究这些组成变量对微观结构、渗透性和耐久性的影响,探讨了基于LC3的ECC的抗硫酸盐性能。具体而言,设计的ECC-LC3混合物的胶凝材料中熟料替代率高达75%质量分数,且含有50%质量分数的传统粉煤灰或再生粉煤灰。对在标准硫酸钠试验条件下的ECC-LC3样品进行长达12个月的膨胀测量,并使用微X射线荧光(microXRF)成像和建模对不同组成的ECC-LC3中硫酸盐的渗透深度进行量化。膨胀结果表明,ECC-LC3配方的性能优于PC样品,即使使用再生粉煤灰代替传统粉煤灰,也能提供足够的抗外部硫酸盐侵蚀能力。此外,硫酸盐在这些水泥基复合材料中的浅渗透表明,利用MicroXRF成像的定量数据确定的扩散系数值较低。

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