Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Beams after Exposure to High Temperatures

Due to the dense structure of ultra-high-performance concrete (UHPC), it is prone to explosive spalling at high temperatures. In this paper, flexural testing of UHPC and high-strength concrete (HSC) beams was carried out at room temperature and after being subjected to different levels of thermal ex...

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Detalles Bibliográficos
Autores principales: Chen, How-Ji, Chen, Chien-Chuan, Lin, Hung-Shan, Lin, Shu-Ken, Tang, Chao-Wei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8471932/
https://www.ncbi.nlm.nih.gov/pubmed/34576623
http://dx.doi.org/10.3390/ma14185400

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8471932/
https://www.ncbi.nlm.nih.gov/pubmed/34576623
http://dx.doi.org/10.3390/ma14185400

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