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...

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Bibliographic Details
Main Authors: Al-Jelawy Haider M., Al-Rumaithi Ayad, Fadhil Aqeel T., Al-Sherrawi Mohannad H.
Format: Article
Language:English
Published: Sciendo 2021-09-01
Series:International Journal of Applied Mechanics and Engineering
Subjects:
Online Access:https://doi.org/10.2478/ijame-2021-0032