Probabilistic Mesoscale Analysis of Concrete Beams Subjected to Flexure
In this paper, the probabilistic behavior of plain concrete beams subjected to flexure is studied using a continuous mesoscale model. The model is two-dimensional where aggregate and mortar are treated as separate constituents having their own characteristic properties. The aggregate is represented...
Päätekijät: | , , , |
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Aineistotyyppi: | Artikkeli |
Kieli: | English |
Julkaistu: |
University of Zielona Góra
2021-08-01
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Sarja: | International Journal of Applied Mechanics and Engineering |
Aiheet: | |
Linkit: | https://www.ijame-poland.com/Probabilistic-Mesoscale-Analysis-of-Concrete-Beams-Subjected-to-Flexure,166761,0,2.html |