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Journal ArticleDOI

Reconstruction of granular railway ballast based on inverse discrete Fourier transform method

TLDR
It can be found that a large number of virtual particles with similar geometrical features can be reconstructed using the proposed Fourier descriptors in a rapid and convenient manner, which is beneficial for providing a virtual test sample for the numerical modeling of realistic granular materials.
Abstract
This paper presents a particle shape characterization and reconstruction method to describe the geometrical information of granular railway ballast. The outline of a real granular particle is segmented and transformed as discrete time domain signals based on Fourier transform method. Then, the discrete Fourier transform algorithm is developed and applied to convert discrete time domain signals into a discrete Fourier spectrum. Meanwhile, the normalized amplitudes are defined as Fourier descriptors, which is found to be applicable to characterize and reconstruct particle contour. Further, the proposed method is validated by comparing the contours of the real particle with that of reconstructed particle. Moreover, the shape indexes of particles Fourier descriptors and reconstruction of ballasted gravel are illustrated and the the results show that the geometrical parameters can be classified as three levels which can represent the geometrical characteristics in terms of macroscopical and microscopic structure. The inverse discrete Fourier transform can quantitatively control the shape of reconstructed particles by controlling the value and distribution of Fourier descriptors, which matchs the three levels of shape indexes. Furthermore, it can be found that a large number of virtual particles with similar geometrical features can be reconstructed using the proposed Fourier descriptors in a rapid and convenient manner, which is beneficial for providing a virtual test sample for the numerical modeling of realistic granular materials.

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Citations
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Journal ArticleDOI

A particle shape extraction and evaluation method using a deep convolutional neural network and digital image processing

TL;DR: In this study, a systematic framework for particle extraction and shape analysis is developed using a deep convolutional neural network (lightweight U-net) and digital image processing to extract particle projections from images of arbitrary size with complex backgrounds.
Journal ArticleDOI

Investigating the effects of Fourier-based particle shape on the shear behaviors of rockfill material via DEM

TL;DR: In this paper, the effects of Fourier-based particle shape on the macroscopic and microscopic shear responses of rockfill material via a series of numerical biaxial compression tests are investigated.
Journal ArticleDOI

3D shape quantification and random packing simulation of rock aggregates using photogrammetry-based reconstruction and discrete element method

TL;DR: In this paper, the effects of particle shapes on the random packing properties of rock aggregates were analyzed and the results of statistical analysis showed that the probability distribution of the shape indexes can be well fitted by Gaussian function.
Journal ArticleDOI

Stochastic numerical model of stone-based materials with realistic stone-inclusion features

TL;DR: A systematic approach for generating a stochastic model with realistic stone-inclusion features for the numerical simulation of stone-based materials and an overlapping detection algorithm is proposed to facilitate random and quick allocation of irregularly shaped stones.
Journal ArticleDOI

Stability analysis of irregular cavities using upper bound finite element limit analysis method

TL;DR: In this article, the authors quantitatively describe the shape of irregular cavities using Fourier descriptors from inverse discrete Fourier transform (IDFT) theory and translate the generation process of irregular cavity contours into a conversion between discrete frequency-domain and time-domain signals based on this approach, the stability analysis of irregular underground cavities is conducted using the upper bound finite element limit analysis (UB-FELA) method
References
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Journal Article

Discrete numerical model for granular assemblies.

Peter Cundall, +1 more
- 01 Jan 1979 - 
TL;DR: The distinct element method as mentioned in this paper is a numerical model capable of describing the mechanical behavior of assemblies of discs and spheres and is based on the use of an explicit numerical scheme in which the interaction of the particles is monitored contact by contact and the motion of the objects modelled particle by particle.
Journal ArticleDOI

A discrete numerical model for granular assemblies

Peter Cundall, +1 more
- 01 Mar 1979 - 
TL;DR: The distinct element method as mentioned in this paper is a numerical model capable of describing the mechanical behavior of assemblies of discs and spheres and is based on the use of an explicit numerical scheme in which the interaction of the particles is monitored contact by contact and the motion of the objects modelled particle by particle.
Journal ArticleDOI

Three-dimensional mathematical analysis of particle shape using X-ray tomography and spherical harmonics: Application to aggregates used in concrete

TL;DR: In this article, a mathematical procedure using spherical harmonic functions is described to characterize concrete aggregate particles and other particles of the same nature in 3D X-ray tomography images, and three main consequences of this procedure are mathematical classification of the shape of aggregates from different sources, comparison of composite performance properties to precise morphological aspects of particles, and incorporation of random particles into manyparticle computational models.
Journal ArticleDOI

A three-dimensional discrete element model using arrays of ellipsoids

Xiongbin Lin, +1 more
- 01 Apr 1997 - 
TL;DR: In this paper, a three-dimensional discrete element model using random arrays of elastic ellipsoidal particles is developed for the purpose of improving computer simulation of granular materials, for example, for improving the simulation performance of a granular material.
Journal ArticleDOI

The importance of modelling ballast particle shape in the discrete element method

TL;DR: In this paper, the discrete element method has been used to model railway ballast Particles have been modelled using both spheres and clumps of spheres and a simple procedure has been developed to generate clumps which resemble real ballast particles much more so than spheres.
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