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Title: Material Modeling of Concrete
Authors: Dunić, Vladimir
Živković, Jelena
Grujovic, Nenad
Issue Date: 2021
Abstract: The concrete model’s development has started more than 30 years ago. The plasticity-based models enhanced by damage evolution provided the most suitable solution for multiaxial loading conditions. These types of concrete models consist of three main parts: yield function, flow rule, and hardening-softening rule. Damage evolution law is additionally proposed to provide a simulation of stiffness and strength degradation. Besides the model’s accuracy, the possibility of implementing the applicable software solutions is essential. The implemented concrete models into the best-known Finite Element Method (FEM) software are presented with an overview of simulation possibilities.
Type: bookPart
DOI: 10.1016/B978-0-12-819724-0.00076-8
SCOPUS: 2-s2.0-85143570646
Appears in Collections:Faculty of Engineering, Kragujevac

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