Compressive stress–strain relationship of steel fiber-reinforced reactive powder concrete after exposure to elevated temperatures
By W. Zheng, Haiyan Li, Ying Wang. 2012
184 citations recorded by the source corpus.
Subfields: Ceramics and Composites, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4e36617afa494e28d48fd8171609695bfcb056f5
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In Civil and Structural Engineering
Citations in the corpus
- Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures (2014, methodology): “[49]) specimens were usually heated in the furnace at 105°C or 120°C for 24h or 48h to prevent spalling due to excessive moisture emission during the heating process.”