Numerical approach to predict the flexural damage behavior of pervious concrete

Numerical approach to predict the flexural damage behavior of pervious concrete

This paper aims to develop a new numerical model to evaluate the flexural damage behavior of pervious concrete from its compositions. By considering this material within the framework of the quasi elasto-brittle approach, failure is modeled by the phase field method. Then, a taking-placing generatio...

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Bibliographic Details
Main Authors: Hoang-Quan Nguyen, Bao-Viet Tran, Thai-Son Vu
Format: Article
Language:English
Published: Elsevier 2022-06-01
Series:Case Studies in Construction Materials
Subjects:
Pervious concrete
Flexural strength
Finite element method
Phase field method
Monte Carlo simulation
Online Access:http://www.sciencedirect.com/science/article/pii/S221450952200078X

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http://www.sciencedirect.com/science/article/pii/S221450952200078X

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