Influence of 3D Aggregate Shape on the Meso-Structure of 2D Cross-Sectional Concrete by the Numerical Slicing Method

Aggregate shape is essential for evaluating concrete properties. Most of the existing literature utilizes X-ray computed tomography (X-CT) to assess the morphological characteristics of 2D/3D aggregates. However, the obtainment of a large number of aggregates by X-CT is a tedious, time-consuming and...

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Published inArabian journal for science and engineering (2011) Vol. 49; no. 4; pp. 4655 - 4673
Main Authors Zhu, Tianyu, Chen, Zhonghui, Nian, Gengqian, Zhang, Lingfei, Bao, Min, Hao, Jianshuai
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer Berlin Heidelberg 01.04.2024
Springer Nature B.V
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Abstract Aggregate shape is essential for evaluating concrete properties. Most of the existing literature utilizes X-ray computed tomography (X-CT) to assess the morphological characteristics of 2D/3D aggregates. However, the obtainment of a large number of aggregates by X-CT is a tedious, time-consuming and costly task. In this study, a framework combined concrete modeling and the numerical slicing method was developed, which simulated the process for obtaining 3D models of concrete and the corresponding 2D cross-sectional concrete models in the laboratory using X-CT. This was simpler, more efficient, and less costly than the X-CT method. Based on this framework, 3D concrete models with four different aggregate shape types and corresponding 2D cross-sectional concrete models were generated. The influences of 3D aggregate shape types on the roundness, aspect ratio, packing density, and grading curves of 2D cross-sectional aggregates were statistically analyzed and the correlation between the morphological descriptors of 2D/3D aggregates was investigated. The differences between 2D meso-concrete models generated based on the numerical slicing and the random placement methods were compared. The results showed that the 3D aggregate shape type had significant effects on the meso-structure of 2D sectional concrete. Unlike the projection image method, the morphological descriptors of 2D cross-sectional aggregates obtained based on the slicing method were poorly correlated with the morphological characteristics of 3D aggregates. This study laid the foundation for the study of the qualitative and quantitative relationships between the shape index and mechanical properties of aggregates.
AbstractList Aggregate shape is essential for evaluating concrete properties. Most of the existing literature utilizes X-ray computed tomography (X-CT) to assess the morphological characteristics of 2D/3D aggregates. However, the obtainment of a large number of aggregates by X-CT is a tedious, time-consuming and costly task. In this study, a framework combined concrete modeling and the numerical slicing method was developed, which simulated the process for obtaining 3D models of concrete and the corresponding 2D cross-sectional concrete models in the laboratory using X-CT. This was simpler, more efficient, and less costly than the X-CT method. Based on this framework, 3D concrete models with four different aggregate shape types and corresponding 2D cross-sectional concrete models were generated. The influences of 3D aggregate shape types on the roundness, aspect ratio, packing density, and grading curves of 2D cross-sectional aggregates were statistically analyzed and the correlation between the morphological descriptors of 2D/3D aggregates was investigated. The differences between 2D meso-concrete models generated based on the numerical slicing and the random placement methods were compared. The results showed that the 3D aggregate shape type had significant effects on the meso-structure of 2D sectional concrete. Unlike the projection image method, the morphological descriptors of 2D cross-sectional aggregates obtained based on the slicing method were poorly correlated with the morphological characteristics of 3D aggregates. This study laid the foundation for the study of the qualitative and quantitative relationships between the shape index and mechanical properties of aggregates.
Author Bao, Min
Nian, Gengqian
Zhu, Tianyu
Chen, Zhonghui
Zhang, Lingfei
Hao, Jianshuai
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Numerical slicing method
Concrete
Meso-structure
Morphological analysis
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Snippet Aggregate shape is essential for evaluating concrete properties. Most of the existing literature utilizes X-ray computed tomography (X-CT) to assess the...
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SubjectTerms Aggregates
Aspect ratio
Computed tomography
Concrete aggregates
Concrete properties
Engineering
Humanities and Social Sciences
Mathematical models
Mechanical properties
Morphology
multidisciplinary
Packing density
Research Article-Civil Engineering
Roundness
Science
Shape
Shape effects
Three dimensional models
Two dimensional analysis
Two dimensional models
Title Influence of 3D Aggregate Shape on the Meso-Structure of 2D Cross-Sectional Concrete by the Numerical Slicing Method
URI https://link.springer.com/article/10.1007/s13369-023-08196-8
https://www.proquest.com/docview/3015442619
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