SFEM Analysis of Beams with Scaled Lengths including Spatially Varying and Cross-Correlated Concrete Properties

This paper presents the results obtained for plain concrete beams under four-point bending with spatially varying material properties. Beams of increasing length but constant depth were analyzed using the stochastic finite element method. Spatial fluctuation of a uniaxial tensile strength, fracture...

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Detalles Bibliográficos
Autor principal: Korol, Ewelina
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8745990/
https://www.ncbi.nlm.nih.gov/pubmed/35009242
http://dx.doi.org/10.3390/ma15010095

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8745990/
https://www.ncbi.nlm.nih.gov/pubmed/35009242
http://dx.doi.org/10.3390/ma15010095

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