Two-Dimensional Mesoscale Finite Element Modeling of Concrete Damage and Failure
نویسندگان
چکیده
Methodologies are developed for analyzing failure initiation and crack propagation in highly heterogeneous concrete mesostructures. Efficient algorithms proposed Python to generate pack geometric features into a continuous phase. The phase represents the mortar matrix, while aggregates voids of different sizes represent randomly distributed within matrix. cohesive zone model (CZM) is utilized investigate mesoscale specimens. Two-dimensional zero-thickness interface elements (CIEs) generated at phases mesostructure: aggregates, interfacial transition (ITZ). Different traction–separation laws (TSL) assigned simulate potential paths regions specimen. finite element simulations verified using experimental results from literature, with focus on implementing mixed-mode fracture calibrating its corresponding parameters respect data. In addition, current study addresses limited exploration void effects simulations. By investigating diverse volume fractions, this research sheds light their influence mechanical behavior materials. generating microstructures described detail can be easily extended more complex states. This methodology provides an effective tool mesostructural optimization materials, considering specific strength toughness requirements.
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ژورنال
عنوان ژورنال: Applied sciences
سال: 2023
ISSN: ['2076-3417']
DOI: https://doi.org/10.3390/app13158971