Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions

To enhance structural performance of concrete and reduce its self-weight, ultra-high-performance concrete (UHPC) with superior structural performance has been developed. As UHPC members with 180 MPa or above of the compressive strength can be designed, a rational assessment of thin-walled UHPC struc...

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Detalles Bibliográficos
Autores principales: Lee, Jeonghwa, Kim, Seungjun, Lee, Keesei, Kang, Young Jong
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8122739/
https://www.ncbi.nlm.nih.gov/pubmed/33922248
http://dx.doi.org/10.3390/ma14092130

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8122739/
https://www.ncbi.nlm.nih.gov/pubmed/33922248
http://dx.doi.org/10.3390/ma14092130

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