Damage Evolution of Steel Fibre-Reinforced High-Performance Concrete in Low-Cycle Flexural Fatigue: Numerical Modeling and Experimental Validation

Damage Evolution of Steel Fibre-Reinforced High-Performance Concrete in Low-Cycle Flexural Fatigue: Numerical Modeling and Experimental Validation

This contribution aims to analyze the deterioration behaviour of steel fibre-reinforced high-performance concrete (HPC) in both experiments as well as numerical simulations. For this purpose, flexural tensile tests are carried out on beams with different fibre contents and suitable damage indicators...

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Bibliographic Details
Main Authors: Gregor Gebuhr, Mangesh Pise, Steffen Anders, Dominik Brands, Jörg Schröder
Format: Article
Language:English
Published: MDPI AG 2022-02-01
Series:Materials
Subjects:
high-performance concrete (HPC)
steel-fibre reinforcement
low-cycle fatigue deterioration indicators
AE-analysis
phenomenological material model
elastoplastic phase-field model
Online Access:https://www.mdpi.com/1996-1944/15/3/1179

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https://www.mdpi.com/1996-1944/15/3/1179

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