Research on the Impact Loading and Energy Dissipation of Concrete after Elevated Temperature under Different Heating Gradients and Cooling Methods

To provide theoretical basis for fire rescue, post-disaster safety evaluation, and reinforcement of concrete structures, C35 concrete materials are treated with high-temperature heating (200 °C, 400 °C, 600 °C, 800 °C) under two different heating gradients. After natural cooling and water cooling to...

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Detalles Bibliográficos
Autores principales: Zhai, Yue, Li, Yubai, Li, Yan, Jiang, Wenqi, Liu, Xuyang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6165125/
https://www.ncbi.nlm.nih.gov/pubmed/30205467
http://dx.doi.org/10.3390/ma11091651

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6165125/
https://www.ncbi.nlm.nih.gov/pubmed/30205467
http://dx.doi.org/10.3390/ma11091651

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