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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2022-06-01
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Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S221450952200078X |