Simplified Constitutive and Damage Plasticity Models for UHPFRC with Different Types of Fiber

Simplified Constitutive and Damage Plasticity Models for UHPFRC with Different Types of Fiber

Abstract In this study, several simplified constitutive models and a damage plasticity model for ultra-high performance fiber reinforced concrete(UHPFRC)material with micro and hooked ends steel fibers, Bekaert Dramix 5D steel fiber, and Forta-Ferro synthetic fiber had been developed. Later, these c...

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Bibliographic Details
Main Authors: Doaa Talib Hashim, Farzad Hejazi, Voo Yen Lei
Format: Article
Language:English
Published: SpringerOpen 2020-07-01
Series:International Journal of Concrete Structures and Materials
Subjects:
UHPFRC
constitutive model
uniaxial tensile testing techniques
uniaxial compressive testing techniques
stress–strain curve
different types of fiber
Online Access:http://link.springer.com/article/10.1186/s40069-020-00418-9

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http://link.springer.com/article/10.1186/s40069-020-00418-9

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