Numerical Analysis of Rigid Frame Joint with Textile Carbon Reinforcement
| Autor: | Lenka Laiblová, Petr Hájek, Jiří Žalský, Zuzana Jirkalová, Tomáš Vlach, Jakub Řepka |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
Textile reinforcement
Textile Materials science business.industry Numerical analysis Rigid frame 05 social sciences Composite number chemistry.chemical_element 02 engineering and technology Structural engineering 021001 nanoscience & nanotechnology Condensed Matter Physics Atomic and Molecular Physics and Optics chemistry 0502 economics and business General Materials Science 0210 nano-technology business Reinforcement Joint (geology) Carbon 050203 business & management |
| Zdroj: | Solid State Phenomena. 292:159-163 |
| ISSN: | 1662-9779 |
| Popis: | Benefit of textile reinforced concrete (TRC) is absent of necessary concrete cover because of the durabulity. It allows creating concrete slabs only about 10 mm thick. Therefore, TRC going to be very popular, and more often used in design and load-bearing structures. Big problem in designing of load-bearing structures are rigid frames. The aim of this paper is clarify behavior of thin concrete rigid frames with carbon textile reinforcement by numerical analysis and influences of carbon reinforcement anchoring to the crack opening. Model was created in Atena Science as 2D model and necessary parameters were determined by experimental tests. |
| Databáze: | OpenAIRE |
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