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. 2021 Dec 17;14(24):7839. doi: 10.3390/ma14247839
LTPP Long-term pavement performance
MFS Material fatigue sensitivity
CTOD Critical tip opening displacement
DE Dissipated energy
FE Fracture energy
ALF Accelerated loading facility
CDE Cumulative dissipated energy
MSCR Multiple stress creep recovery
N100 Number of cycles at a strain level of 100 × 10−6 in FPBB test
Nf Number of cycles to failure (LAS test)
NoC Number of cycles to failure (FPBB test)
PG Performance grade
PV Plateau value
RAS Reclaimed asphalt shingles
RBR Reclaimed binder ratio
RDEC Ratio of dissipated energy change
RTFO Rolling thin film oven
FI Flexibility index
FPBB Four point bending beam test
Gfa Fracture energy
ITS Indirect Tensile Strength
Jc Critical strain energy release rate
LAS Linear amplitude sweep
s.m Secant modulus
SARA Saturate, Aromatic, Resin and Asphaltene
SCB Semi-circular bending
SENB SENB single-edge notched beam
VECD Viscoelastic continuum damage
St Fracture strength
ε6 Strain level required for 1 mil cycles fatigue life in FPBB test