|
carbonation |
5 |
|
corrosion rate |
5 |
|
durability |
5 |
|
reinforced concrete |
5 |
|
strengthening |
5 |
|
macrocell corrosion |
4 |
|
alkali-activated slag |
3 |
|
circular economy |
3 |
|
concrete carbonation |
3 |
|
corrosion potential |
3 |
|
corrosion propagation |
3 |
|
diffusion potential |
3 |
|
electrochemical sensors |
3 |
|
expansive agent |
3 |
|
fiber reinforced polymer (frp) |
3 |
|
fly ash |
3 |
|
frp-reinforced concrete |
3 |
|
linear polarization resistance |
3 |
|
literature review |
3 |
|
low-carbon concrete |
3 |
|
mercury intrusion porosimetry |
3 |
|
metakaolin |
3 |
|
prefabricated modular construction |
3 |
|
residual compressive strength |
3 |
|
self-prestressing |
3 |
|
steel fibre |
3 |
|
supplementary cementitious material |
3 |
|
supplementary cementitious materials (scm) |
3 |
|
sustainability |
3 |
|
ultra-lightweight concrete |
3 |
|
x-ray diffractometry |
3 |
|
alkaline corrosion |
2 |
|
b value |
2 |
|
bfrp bar |
2 |
|
bfrp bars |
2 |
|
bond behavior |
2 |
|
bond strength model |
2 |
|
boundary effect |
2 |
|
ca/si ratio |
2 |
|
captured co2 |
2 |
|
carbon credits |
2 |
|
carbonated reinforced concrete |
2 |
|
carbonation coefficient |
2 |
|
carbonation depth |
2 |
|
carbonation-induced corrosion |
2 |
|
chloride |
2 |
|
construction joint |
2 |
|
corrosion initiation |
2 |
|
crack length |
2 |
|
crack opening |
2 |
|
creep rupture |
2 |
|
cutting-induced damage |
2 |
|
deep breathing analogy |
2 |
|
design procedure |
2 |
|
digital image correlation |
2 |
|
direct fastening |
2 |
|
direct fastening steel jacket |
2 |
|
early corrosion propagation |
2 |
|
electrochemical parameters |
2 |
|
flexural stiffness |
2 |
|
fracture properties |
2 |
|
frp bars |
2 |
|
galvanostatic polarisation |
2 |
|
ground granulated blast-furnace slag (ggbs) |
2 |
|
heated bar effect |
2 |
|
heated rebar effect |
2 |
|
humidity |
2 |
|
interfacial porosity |
2 |
|
interfacial shear strength |
2 |
|
interfacial transition zone |
2 |
|
lc3 concrete |
2 |
|
limestone |
2 |
|
linear polarisation resistance |
2 |
|
performance-based service life design |
2 |
|
ph value |
2 |
|
polarization resistance method |
2 |
|
pressurized carbonation model |
2 |
|
pulverized fuel ash |
2 |
|
rc column |
2 |
|
rc columns |
2 |
|
rebar diameter |
2 |
|
rebar geometry |
2 |
|
rebar temperature |
2 |
|
reinforced concrete - corrosion |
2 |
|
reinforcement corrosion |
2 |
|
reinforcing corrosion |
2 |
|
rib effect |
2 |
|
scanning electrode microscope (sem) |
2 |
|
scanning electron microscopy |
2 |
|
seismic behavior |
2 |
|
semi-carbonation zone |
2 |
|
service life |
2 |
|
service life design |
2 |
|
service life modelling |
2 |
|
shear wall |
2 |
|
steel jackets |
2 |
|
steel–concrete interface |
2 |
|
stern geary equation |
2 |
|
strengthening design |
2 |
|
supplementary cementitious materials |
2 |
|
surface condition |
2 |
|
uhpc |
2 |
|
ultra-high-performance concrete |
2 |
|
water-to-cement ratio |
2 |
|
accelerated carbonation environment |
1 |
|
artificial lightweight aggregate |
1 |
|
bolt connection slip |
1 |
|
bolted steel plate |
1 |
|
bond–slip behavior |
1 |
|
box-behnken design |
1 |
|
cfrp |
1 |
|
chebyshev net |
1 |
|
chloride ingression |
1 |
|
cold bonding |
1 |
|
complex free-form surface |
1 |
|
concrete |
1 |
|
constitutive model |
1 |
|
core-shell |
1 |
|
fiber reinforced concrete |
1 |
|
frp bar |
1 |
|
frp-concrete-steel tubular structure |
1 |
|
geodesics |
1 |
|
helically wound frp bar |
1 |
|
interfacial enhancer |
1 |
|
lc3 |
1 |
|
lc3 cement |
1 |
|
lightweight concrete |
1 |
|
low carbon cement |
1 |
|
low-carbon |
1 |
|
microstructure |
1 |
|
non-uniform rational b-splines |
1 |
|
optimized design |
1 |
|
rc beam |
1 |
|
recycled concrete aggregate |
1 |
|
response surface methodology |
1 |
|
stainless steel tube |
1 |
|
steel bar |
1 |
|
surface characteristics |
1 |
|
surface fitting |
1 |
|
ultra-lightweight |
1 |
|
ultra-lightweight cement composite |
1 |
|
ultralightweight cement composite (ulcc) |
1 |
