3D characteristic indicator analysis and comprehensive evaluation of manufactured sand particles used in high-performance concrete

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

Two-dimensional particle morphology indices face challenges in accurately depicting the characteristics of three-dimensional (3D) manufactured sand (MS), which does not effectively guide the selection of MS for high-performance concrete (HPC). This study aimed to obtain a quantified comprehensive evaluation of actual MS particle groups with specific gradations by thoroughly analysing 3D geometric characteristics. Two representative MS samples were selected for exploration, and river sand (RS) was used as the control. A random selection of sand particles was screened on six sieve levels ranging from 0.15 mm to 4.75 mm. Using X-ray computed tomography and associated image processing technologies, 3D models of these particles were generated, and MATLAB was used to extract their 3D morphology information. Subsequently, the change rules and validity of current 3D particle morphology indicators were examined, focusing on shape, angularity, and texture. Moreover, a comprehensive morphology index, Cm, was proposed by considering the effects of gradation and particle shape classification. The results showed that shape indices more accurately reflected particle characteristics, notably, a higher proportion of spheroid particles, a lower aspect ratio, and greater sphericity correlated with improved particle shape; contrary to traditional beliefs, the angularity index suggested that greater roundness did not necessarily equate to more rounded particles owing to the influence of the proportion of spheroid and cubic particles; meanwhile, texture indices showed minimal difference in the mean values of the 3D fractal dimension for the three types of sand. The proposed index Cm effectively differentiated the particle morphology states of the three sands, with higher Cm values indicating superior particle morphology. The smaller the difference between the Cm values of MS and RS, the better substitute of MS for RS.

高性能混凝土用人造砂颗粒的三维特征指标分析与综合评价
二维颗粒形态指数在准确描述三维(3D)人工砂(MS)特性方面面临挑战,无法有效指导高性能混凝土(HPC)中人工砂的选择。本研究旨在通过全面分析三维几何特征,对具有特定级配的实际 MS 颗粒组进行量化综合评价。研究选取了两个具有代表性的 MS 样品进行研究,并以河砂(RS)作为对照。随机选择的沙粒在 0.15 毫米至 4.75 毫米的六个筛孔上进行筛选。利用 X 射线计算机断层扫描和相关图像处理技术,生成了这些颗粒的三维模型,并使用 MATLAB 提取了它们的三维形态信息。随后,以形状、角度和纹理为重点,研究了当前三维颗粒形态指标的变化规律和有效性。此外,考虑到层次和颗粒形状分类的影响,提出了一种综合形态指标 Cm。结果表明,形状指数能更准确地反映颗粒特征,特别是球形颗粒比例越高、长宽比越低、球度越大,颗粒形状越好;与传统观念相反,角度指数表明,由于球形和立方体颗粒比例的影响,圆度越大的颗粒并不一定越圆;同时,纹理指数表明,三种类型砂的三维分形维度平均值差异很小。提出的指数 Cm 能有效区分三种砂的颗粒形态状态,Cm 值越高,表明颗粒形态越好。MS 和 RS 的 Cm 值差异越小,说明 MS 对 RS 的替代性越好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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