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Multiscale analysis of hybrid sisal/steel fiber reinforcement mechanisms in fully recycled geopolymer concrete under uniaxial compression
Y
D
W
J
DOI:10.1016/j.conbuildmat.2026.146378.png)
Abstract
En 中文
• Revealed synergistic sisal/steel fiber mechanism for multi-scale crack control. • 0.5% sisal and 1.0% steel fiber is the optimal hybrid ratio for FRGPC. • Acoustic emission identified six distinct damage sources in FRGPC. • A modified constitutive model accurately predicts the stress-strain behavior.
Keywords:
sisal fiber
steel fiber
geopolymer concrete
crack control
acoustic emission
Journal
IF:
8
Papers:
4.4W
Citations:
27.9W
