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Elucidating the Effect of Accelerated Carbonation on Porosity and Mechanical Properties of Hydrated Portland Cement Paste Using X-Ray Tomography and Advanced Micromechanical Testing

机译:使用X射线断层扫描和先进的微机械测试阐明加速碳化对水合硅酸盐水泥浆孔隙率和力学性能的影响

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摘要

Carbonation of hydrated cement paste (HCP) causes numerous chemo–mechanical changes in the microstructure, e.g., porosity, strength, elastic modulus, and permeability, which have a significant influence on the durability of concrete structures. Due to its complexity, much is still not understood about the process of carbonation of HCP. The current study aims to reveal the changes in porosity and micromechanical properties caused by carbonation using micro-beam specimens with a cross-section of 500 μm × 500 μm. X-ray computed tomography and micro-beam bending tests were performed on both noncarbonated and carbonated HCP micro-beams for porosity characterization and micromechanical property measurements, respectively. The experimental results show that the carbonation decreases the total porosity and increases micromechanical properties of the HCP micro-beams under the accelerated carbonation. The correlation study revealed that both the flexural strength and elastic modulus increase linearly with decreasing porosity.
机译:水合水泥浆(HCP)的碳化会引起微观结构的许多化学机械变化,例如,孔隙率,强度,弹性模量和渗透性,这对混凝土结构的耐久性有重要影响。由于其复杂性,人们对HCP的碳化过程仍知之甚少。本研究的目的是揭示使用截面为500μm×500μm的微束试样碳化引起的孔隙率和微机械性能的变化。 X射线计算机断层扫描和微束弯曲试验分别在未碳化和碳酸盐化的HCP微束上进行,用于孔隙率表征和微机械性能测量。实验结果表明,在加速碳化作用下,碳化作用降低了HCP微梁的总孔隙率,并提高了其微机械性能。相关性研究表明,弯曲强度和弹性模量均随孔隙率的降低而线性增加。

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