|
alkali-activated slag |
6 |
|
concrete carbonation |
4 |
|
durability |
4 |
|
machine learning |
4 |
|
microstructure |
4 |
|
natural corrosion |
4 |
|
one-part aas |
4 |
|
sodium carbonate |
4 |
|
cement paste |
3 |
|
corrosion potential |
3 |
|
corrosion rate |
3 |
|
diffusion coefficient |
3 |
|
diffusion potential |
3 |
|
electrical resistivity |
3 |
|
electrochemical sensors |
3 |
|
finite element method |
3 |
|
hydration model |
3 |
|
nano-silica |
3 |
|
portland cement |
3 |
|
simulated pore solution |
3 |
|
steel-concrete interface |
3 |
|
supplementary cementitious material |
3 |
|
unsaturated |
3 |
|
aggregate |
2 |
|
alkali-activated binder |
2 |
|
alkali-activated slag material |
2 |
|
alkali-aggregate reactions |
2 |
|
carbon steel |
2 |
|
carbonation-induced corrosion |
2 |
|
cement pastes |
2 |
|
chloride ingress |
2 |
|
chloride ion diffusion coefficient |
2 |
|
chloride ions distribution |
2 |
|
chloride threshold |
2 |
|
chloride-induced corrosion |
2 |
|
chloride-induced steel corrosion |
2 |
|
concrete durability |
2 |
|
concrete materials |
2 |
|
corrosion assessment |
2 |
|
corrosion kinetics |
2 |
|
corrosion of steel |
2 |
|
corrosion probability maps |
2 |
|
corrosion ratio |
2 |
|
curing temperature |
2 |
|
damage development |
2 |
|
data augment |
2 |
|
depassivation |
2 |
|
digital volume correlation |
2 |
|
elastoplastic damage constitutive model |
2 |
|
explosive spalling |
2 |
|
field experience |
2 |
|
fractal analysis |
2 |
|
galvanic accelerated corrosion |
2 |
|
high temperature |
2 |
|
impedance approach |
2 |
|
interfacial transition zone |
2 |
|
irregular particle |
2 |
|
knowledge-driven |
2 |
|
mechanisms |
2 |
|
metakaolin |
2 |
|
natural carbonation |
2 |
|
natural diffusion method |
2 |
|
normal distribution |
2 |
|
numerical simulation |
2 |
|
packing algorithm |
2 |
|
passive film |
2 |
|
pdm |
2 |
|
pore structure |
2 |
|
r-c relationship |
2 |
|
r-c relationship； ph value |
2 |
|
real coarse aggregates |
2 |
|
review |
2 |
|
slag cement |
2 |
|
sodium nitrite |
2 |
|
sodium nitrite inhibitor |
2 |
|
spatial randomness |
2 |
|
steel - corrosion |
2 |
|
steel corrosion |
2 |
|
three-dimensional transmission |
2 |
|
time ratio |
2 |
|
transport property |
2 |
|
uhpc |
2 |
|
ultra-high strength concrete |
2 |
|
voxel |
2 |
|
whole corrosion cracking process |
2 |
|
x-ray ct technology |
2 |
|
acoustic emission (ae) |
1 |
|
carbon sink |
1 |
|
cement |
1 |
|
chloride |
1 |
|
chloride ions concentration |
1 |
|
chloride ions diffusion |
1 |
|
concrete |
1 |
|
corrosion |
1 |
|
crack type |
1 |
|
dynamic evolution |
1 |
|
electron microprobe |
1 |
|
electron probe |
1 |
|
environment temperature |
1 |
|
gaussian mixture model (gmm) |
1 |
|
hydration degree |
1 |
|
hydration heat |
1 |
|
hydration rate |
1 |
|
interfacial transition zone (itz) |
1 |
|
itz |
1 |
|
localized carbonation mechanisms |
1 |
|
mesoscopic structure |
1 |
|
multiphase modeling |
1 |
|
multiphysics coupling |
1 |
|
multiscale mesoscopic modeling |
1 |
|
oxygen concentration |
1 |
|
partially saturated |
1 |
|
ra-af analysis |
1 |
|
real structure of concrete |
1 |
|
reinforced concrete column |
1 |
|
relation |
1 |
|
rust layer distribution |
1 |
|
temperature |
1 |
|
time-varying conditions |
1 |
|
x-ray ct |
1 |
