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Main Authors: Mishra, Akanksha, Carrara, Pietro, Griffa, Michele, De Lorenzis, Laura
Format: Preprint
Published: 2025
Subjects:
Online Access:https://arxiv.org/abs/2502.01487
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author Mishra, Akanksha
Carrara, Pietro
Griffa, Michele
De Lorenzis, Laura
author_facet Mishra, Akanksha
Carrara, Pietro
Griffa, Michele
De Lorenzis, Laura
contents We test and simulate the mesoscopic cracking behavior of specimens made of a standard concrete mixture. To this end, we combine stable wedge-splitting fracture experiments performed during X-ray tomography, their analysis with digital volume correlation providing the full three-dimensional displacement field, and phase-field cohesive fracture modeling. In our computations, we apply the measured boundary conditions and model the actual heterogeneous material structure at the mesoscopic scale. Within the phase-field model, we explicitly distinguish among (thus individually represent) the mesostructural features of distinct material phases with size above a threshold of 1 mm, while we homogenize pores and finer aggregates below this threshold within the cementitious mortar matrix, with material parameters characterized accordingly. We compare experimental and numerical results in terms of both local and global quantities.
format Preprint
id arxiv_https___arxiv_org_abs_2502_01487
institution arXiv
publishDate 2025
record_format arxiv
spellingShingle Fracture in concrete: X-ray tomography with in-situ testing, digital volume correlation and phase-field modeling
Mishra, Akanksha
Carrara, Pietro
Griffa, Michele
De Lorenzis, Laura
Mesoscale and Nanoscale Physics
Materials Science
We test and simulate the mesoscopic cracking behavior of specimens made of a standard concrete mixture. To this end, we combine stable wedge-splitting fracture experiments performed during X-ray tomography, their analysis with digital volume correlation providing the full three-dimensional displacement field, and phase-field cohesive fracture modeling. In our computations, we apply the measured boundary conditions and model the actual heterogeneous material structure at the mesoscopic scale. Within the phase-field model, we explicitly distinguish among (thus individually represent) the mesostructural features of distinct material phases with size above a threshold of 1 mm, while we homogenize pores and finer aggregates below this threshold within the cementitious mortar matrix, with material parameters characterized accordingly. We compare experimental and numerical results in terms of both local and global quantities.
title Fracture in concrete: X-ray tomography with in-situ testing, digital volume correlation and phase-field modeling
topic Mesoscale and Nanoscale Physics
Materials Science
url https://arxiv.org/abs/2502.01487