Multianalytical approach of stay-in-place polyvinyl chloride formwork concrete exposed to high temperatures
This work presents results of the first study of the variation by exposure to high temperatures from two stay-in-place polyvinyl chloride (SIP-PVC) formwork concrete exposed to the ISO 834 fire curve. A systematic sampling based on the proximity of the fire and the spalling of the concrete was carri...
- Autores:
-
Gómez Plata, leandro
Tutikian, Bernardo
Pacheco, Fernanda
Silva Oliveira, Marcos Leandro
Murillo Acosta, Michel Johana
Silva Oliveira, Luis Felipe
Pérez Bergmann, Carlos
- Tipo de recurso:
- http://purl.org/coar/resource_type/c_816b
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/6146
- Acceso en línea:
- https://hdl.handle.net/11323/6146
https://repositorio.cuc.edu.co/
- Palabra clave:
- Stay-in-place polyvinyl chloride
Self-compacting concrete
High temperature
Microstructural changes
Thermal analyses
- Rights
- openAccess
- License
- CC0 1.0 Universal
Summary: | This work presents results of the first study of the variation by exposure to high temperatures from two stay-in-place polyvinyl chloride (SIP-PVC) formwork concrete exposed to the ISO 834 fire curve. A systematic sampling based on the proximity of the fire and the spalling of the concrete was carried out and microstructural, thermal, crystallographic and spectroscopic changes were studied according to the degree of affectation by fire using SEM, TGA-DTA, XRD and FTIR. The response to high temperature exposure of the microstructure of SIP-PVC formwork concrete after fire was established using the experimental results. Results show a relationship between the microstructure of concrete paste and exposure temperature, as well as, the relationship between exposure temperature and dehydration of calcium hydrates, CSH gel and Portlandite and decarbonation of Calcite. These reactions can be considered as tracers of the degree of exposure to high temperatures from stay-in-place PVC formwork concrete. |
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