Abstract

Concrete is a heterogeneous material with a disordered material morphology that strongly governs the behaviour of the material. In this contribution, we present a computational tool called the Concrete Mesostructure Generator (CMG) for the generation of ultra-realistic virtual concrete morphologies for mesoscale and multiscale computational modelling and the simulation of concrete. Given an aggregate size distribution, realistic generic concrete aggregates are generated by a sequential reduction of a cuboid to generate a polyhedron with multiple faces. Thereafter, concave depressions are introduced in the polyhedron using Gaussian surfaces. The generated aggregates are assembled into the mesostructure using a hierarchic random sequential adsorption algorithm. The virtual mesostructures are first calibrated using laboratory measurements of aggregate distributions. The model is validated by comparing the elastic properties obtained from laboratory testing of concrete specimens with the elastic properties obtained using computational homogenisation of virtual concrete mesostructures. Finally, a 3D-convolutional neural network is trained to directly generate elastic properties from voxel data.

Highlights

  • As an add-on, and one of the many possible potential applications of Concrete Mesostructure Generator (CMG), we develop an artificial neural network (ANN) model for directly predicting the elastic properties from voxel data of concrete mesostructures generated by CMG

  • We presented a computational tool, denoted as the Concrete Mesostructure Generator (CMG) for generating realistic virtual mesostructures for application in computational mesoscale simulations of concrete

  • CMG is open-source, implemented in Python, and available for all users working on mesoscale analysis of concrete structures

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Summary

Introduction

Concrete is a highly heterogeneous composite material with a random microstructure across the length scales. This includes the material topology, size distribution, as well as their spatial configuration. Variations in the aggregate size distribution and the pore-size distribution from the nanometer scale to the decimeter scale manifest as variations in the behaviour of concrete at the macroscopic scale. Are completely determined by the heterogeneities in the material [1]. To enable concrete material design that is well-suited for a specific engineering application, it is important to understand and establish a clear relationship between the role of the material structure (aggregate distribution, pore-size distribution, etc.) and the macroscopic behaviour subject to various multiphysical loadings

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