New model for compressive strength loss of lightweight concrete exposed to elevated temperatures
This study proposes a new model for the residual compressive strength of structural lightweight concrete after exposure to elevated temperatures up to 1000°C. For this purpose, a database of residual compressive strengths of fire exposed lightweight concrete was compiled from the literature. Databas...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
VINCA Institute of Nuclear Sciences
2019-01-01
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Series: | Thermal Science |
Subjects: | |
Online Access: | http://www.doiserbia.nb.rs/img/doi/0354-9836/2019/0354-98361900042K.pdf |