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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| Format: | Online |
| Sprache: | spa |
| Veröffentlicht: |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2018
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| Online Zugang: | https://revistas.uclave.org/index.php/gt/article/view/1133 |
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