Effect of exposure time to fire in flexural strength of reinforced concrete beams

This paper discusses the flexural strength of reinforced concrete beams of square cross section, exposed to fire during different times. After being exposed to fire the beams were left to cool at room temperature for 24 hours, the changes produced by this phenomenon were evaluated by observation. Th...

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Autori principali: Ureña Aguirre, Maritza Elizabeth, Alvarado Aguirre, Giovanni Josué
Natura: Online
Lingua:spa
Pubblicazione: Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2018
Accesso online:https://revistas.uclave.org/index.php/gt/article/view/1133
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