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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Detalles Bibliográficos
Autores principales: Gebuhr, Gregor, Pise, Mangesh, Anders, Steffen, Brands, Dominik, Schröder, Jörg
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8838946/
https://www.ncbi.nlm.nih.gov/pubmed/35161123
http://dx.doi.org/10.3390/ma15031179

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8838946/
https://www.ncbi.nlm.nih.gov/pubmed/35161123
http://dx.doi.org/10.3390/ma15031179

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