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...

Täydet tiedot

Bibliografiset tiedot
Päätekijät: Haider M. Al-Jelawy, Ayad Al-Rumaithi, Aqeel T. Fadhil, Mohannad H. Al-Sherrawi
Aineistotyyppi: Artikkeli
Kieli:English
Julkaistu: University of Zielona Góra 2021-08-01
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