Use of a Semi-Explicit Probabilistic Numerical Model for Concrete Cracking: From Static to Dynamic Loadings

Use of a Semi-Explicit Probabilistic Numerical Model for Concrete Cracking: From Static to Dynamic Loadings

In this paper, concrete cracking is investigated in dynamics through finite element modeling. A probabilistic semi-explicit model, previously developed and validated for static loading, is extended for dynamic loading. The model in statics is based on two material mechanical parameters: the tensile...

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Bibliographic Details
Main Authors: Gustavo Costa, Pierre Rossi, Mariane Rita, Eduardo Fairbairn, Fernando Ribeiro
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Applied Sciences
Subjects:
concrete
modeling
finite element
rate effect
dynamics
Online Access:https://www.mdpi.com/2076-3417/14/22/10643
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