| Autor: |
Jamal, Shaji M., Neelakantan, T. R., Kannan, C. Ramesh, Manivannan, S., Das, A. Daniel, Vivek, G. |
| Předmět: |
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| Zdroj: |
AIP Conference Proceedings; 2022, Vol. 2446 Issue 1, p1-4, 4p |
| Abstrakt: |
This modelling of concrete for the analytical study of its behavior is usually been a noteworthy topic for civil engineers. Even supposing, concrete is assumed to be homogenized in a macroscopic approach, it is extremely heterogeneous with different materials having varying properties: prediction of behavior of concrete under loading is basically a tough task with macroscopic approach. In recent years, studies of concrete by modeling in smaller levels of elements are gaining popularity, Micro and Nano levels. Micro and Nano levels are comparatively troublesome methods for analytical models in terms of computational effort, me so level is taken into account to be a reasonable one with which more accurate behaviour pattern is obtained than macro level model. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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