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Stressing State Analysis of Partially Prestressed Concrete Beams with High Strength Reinforcement Based on NSF Method

This paper analyzes the flexural behavior of a partially prestressed steel high-strength reinforced concrete beams based on the structural stress state theory and the numerical shape function method. First, the generalized strain energy density is formed by the measured strain data of the test beam...

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Detalles Bibliográficos
Autores principales: Yuan, Jian, Xu, Feng, Du, Heng, Yu, Suhui, Sun, Guorui
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9101561/
https://www.ncbi.nlm.nih.gov/pubmed/35591713
http://dx.doi.org/10.3390/ma15093377