Numerical analysis of crack development of timber-glass composite I-beams in the extended finite element method (XFEM)
| Autor: | Kazimierz Furtak, Konrad Rodacki |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
Materials science
business.industry Numerical analysis Composite number Fracture mechanics 02 engineering and technology Structural engineering 021001 nanoscience & nanotechnology Condensed Matter::Disordered Systems and Neural Networks Finite element method 020303 mechanical engineering & transports Software Brittleness 0203 mechanical engineering Structural stability Ceramics and Composites 0210 nano-technology business Civil and Structural Engineering Extended finite element method |
| Zdroj: | Composite Structures. 209:349-361 |
| ISSN: | 0263-8223 |
| DOI: | 10.1016/j.compstruct.2018.01.111 |
| Popis: | This article discusses the comparison of numerical analysis and experimental investigation results for composite timber-glass I-beams, which are an interesting alternative beams of ceilings and roofs. The reasoning behind the use of timber-glass I-beams is the combination of the best features of both materials – this enables the creation of particularly safe beams with regard to structural stability. The article is focused on the glass modelling in FEM software as it is much more brittle than concrete. A models for cracks were shown on the beginning of the paper, than numerical models for composite timber-glass I-beams were performed in ABAQUS and the approach of discrete crack model for glass were shown. Models differ with the mesh size, glass fracture energy and the model of adhesive. For the better verification of the performed numerical models, an experimental investigation was referred and the results of the analysis were compared these tests results. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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