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Open AccessArticle

Fracture Behavior and Energy Analysis of 3D Concrete Mesostructure under Uniaxial Compression

1
College of Mechanics and Materials, Hohai University, Nanjing 210098, China
2
School of Civil Engineering, Chongqing University, Chongqing 400044, China
3
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
*
Author to whom correspondence should be addressed.
Materials 2019, 12(12), 1929; https://doi.org/10.3390/ma12121929
Received: 15 May 2019 / Revised: 29 May 2019 / Accepted: 13 June 2019 / Published: 14 June 2019
In order to investigate the fracture behavior of concrete mesostructure and reveal the inner failure mechanisms which are hard to obtain from experiments, we develop a 3D numerical model based on the Voronoi tessellation and cohesive elements. Specifically, the Voronoi tessellation is used to generate the aggregates, and the cohesive elements are applied to the interface transition zone (ITZ) and the potential fracture surfaces in the cement matrix. Meanwhile, the mechanical behavior of the fracture surfaces is described by a modified constitutive which considers the slips and friction between fracture surfaces. Through comparing with the experiments, the simulated results show that our model can accurately characterize the fracture pattern, fracture propagation path, and mechanical behaviors of concrete. In addition, we found that the friction on the loading surfaces has a significant effect on the fracture pattern and the strength of concrete. The specimens with low-friction loading surfaces are crushed into separate fragments whereas those with high-friction loading surfaces still remain relatively complete. Also, the strength of concrete decreases with the increase of the specimen height in the high friction-loading surfaces condition. Further, the energy analysis was applied to estimate the restraint impact of loading surfaces restraint on the compressive strength of concrete. It shows that the proportion of the friction work increases with the increase of the restraint degree of loading surfaces, which finally causes a higher compressive strength. Generally, based on the proposed model, we can characterize the complicated fracture behavior of concrete mesostructure, and estimate the inner fracture mode through extracting and analyzing the energies inside the cohesive elements. View Full-Text
Keywords: meso; concrete; voronoi tessellation; cohesive element; compression; fracture meso; concrete; voronoi tessellation; cohesive element; compression; fracture
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MDPI and ACS Style

Huang, Y.; Hu, S.; Gu, Z.; Sun, Y. Fracture Behavior and Energy Analysis of 3D Concrete Mesostructure under Uniaxial Compression. Materials 2019, 12, 1929.

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