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. 2021 Apr 29;14(9):2312. doi: 10.3390/ma14092312
a Curve-fitting parameters in equation (1) of constitutive equation
fcu Cube compressive strength
NAC Natural aggregates concrete
r Recycled coarse aggregates replacement ratio [%]
RAC Recycled aggregate concrete
RAC-r Recycled aggregate concrete with various coarse replacement ratios
Rs Residual strength of concrete
Rsr Residual strength of concrete with various coarse replacement ratios
R0 Residual strength of natural aggregate concrete
s Displacement of direct shear
t Age of concrete
V Shear force
Vt Shear force of specimen at various days of age
Vu Peak shear force
V28 Shear force of specimen at 28 days of age
ξ Compression-shear coefficient
τu Shear strength of concrete