|
strain-hardening cementitious composite (shcc) |
4 |
|
tensile performance |
4 |
|
crack pattern |
3 |
|
ecc |
3 |
|
environmental impact |
3 |
|
hybrid fibers |
3 |
|
micromechanical modeling |
3 |
|
polyethylene terephthalate (pet) fibers |
3 |
|
solid waste recycling |
3 |
|
strain-hardening cementitious composite |
3 |
|
water permeability |
3 |
|
3d printing |
2 |
|
anisotropy |
2 |
|
drying shrinkage |
2 |
|
engineered cementitious composite (ecc) |
2 |
|
fiber surface treatment |
2 |
|
high tensile strength |
2 |
|
limestone calcined clay cement |
2 |
|
matrix |
2 |
|
nozzle size |
2 |
|
polyethylene terephthalate |
2 |
|
printing pattern |
2 |
|
shcc |
2 |
|
solid wastes recycling |
2 |
|
sorptivity |
2 |
|
waterproofing |
2 |
|
wetting property |
2 |
|
accelerated carbonation |
1 |
|
accelerated chloride attack |
1 |
|
acid mining drainage |
1 |
|
acoustic emission |
1 |
|
additive manufacturing |
1 |
|
alternative aggregates |
1 |
|
alternative binders |
1 |
|
average water film thickness |
1 |
|
axial compression |
1 |
|
axial compression ratio |
1 |
|
beam specimens |
1 |
|
beams & girders |
1 |
|
bond length |
1 |
|
bond-slip behavior |
1 |
|
bond-slip performance |
1 |
|
ca(oh) 2 |
1 |
|
calcined clay |
1 |
|
carbon fiber-reinforced polymer (cfrp) rebar |
1 |
|
carbon nanotubes (cnts) |
1 |
|
carbonation |
1 |
|
carbonation depth |
1 |
|
cement mortar |
1 |
|
cementing efficiency |
1 |
|
cementing efficiency factor |
1 |
|
cfrp |
1 |
|
chloride |
1 |
|
chloride diffusion coefficient |
1 |
|
chloride ingress |
1 |
|
chloride-induced corrosion |
1 |
|
closed-type frp tie |
1 |
|
column strengthening |
1 |
|
compressive behaviour |
1 |
|
compressive strength |
1 |
|
concrete column |
1 |
|
concrete columns |
1 |
|
concrete durability |
1 |
|
concrete-filled frp tubes |
1 |
|
confined concrete |
1 |
|
constitutive relationship |
1 |
|
corrosion |
1 |
|
cost-effective design |
1 |
|
cover thickness |
1 |
|
crack assessment |
1 |
|
crack characteristics |
1 |
|
crack control |
1 |
|
crack detection |
1 |
|
crack width |
1 |
|
crack width control |
1 |
|
crack-bridging constitutive law |
1 |
|
crack-bridging constitutive relation |
1 |
|
cracking characteristics |
1 |
|
cracks & cracking |
1 |
|
degradation mechanism |
1 |
|
development length |
1 |
|
digital image processing |
1 |
|
ductility |
1 |
|
durabil-ity |
1 |
|
durability |
1 |
|
elastic modulus |
1 |
|
engineered cementitious composite |
1 |
|
engineered cementitious composites |
1 |
|
engineered cementitious composites (ecc) |
1 |
|
failure modes |
1 |
|
fiber bragg grating |
1 |
|
fiber bridging |
1 |
|
fiber distribution |
1 |
|
fiber interaction |
1 |
|
fiber reinforced concrete |
1 |
|
fiber reinforcement |
1 |
|
fiber-matrix interface |
1 |
|
fiber-reinforced concrete |
1 |
|
fiber-reinforced polymers (frp) |
1 |
|
fiber/matrix interface |
1 |
|
fibre distribution |
1 |
|
fibre-reinforced concrete |
1 |
|
finite element modeling |
1 |
|
finite element models |
1 |
|
flexural stiffness |
1 |
|
fly ash |
1 |
|
fracture properties |
1 |
|
fresh behaviour |
1 |
|
fresh concrete |
1 |
|
frp |
1 |
|
full-scale testing |
1 |
|
geopolymer |
1 |
|
glass fibre |
1 |
|
graphene oxide |
1 |
|
green concrete |
1 |
|
healing induced recovery of mechanical properties (hirmp) |
1 |
|
high strength |
1 |
|
high-performance concrete |
1 |
|
high-tensile strength |
1 |
|
high-volume fly ash |
1 |
|
hybrid reinforcement |
1 |
|
hydration heat |
1 |
|
hydraulic conductivity |
1 |
|
hydroxyl carbon nanotube |
1 |
|
impact resistance |
1 |
|
impressed voltage technique |
1 |
|
latex-modified concrete |
1 |
|
lc3 |
1 |
|
limestone calcined clay |
1 |
|
limestone calcined clay cement (lc3) |
1 |
|
limestone powder |
1 |
|
local natural sand |
1 |
|
loss on ignition (loi) |
1 |
|
low carbon |
1 |
|
low-carbon concrete |
1 |
|
magnesia |
1 |
|
marine and coastal applications |
1 |
|
marine environment |
1 |
|
marine infrastructures |
1 |
|
material characterization |
1 |
|
matrix micro-spalling |
1 |
|
mechanical performance |
1 |
|
mechanical properties |
1 |
|
mechanical property |
1 |
|
micromechanical analysis |
1 |
|
micromechanical modelling |
1 |
|
micromechanics |
1 |
|
microstructure |
1 |
|
mix optimization |
1 |
|
morphological parameters |
1 |
|
mortar |
1 |
|
multi-scale |
1 |
|
nano-engineered concrete |
1 |
|
nano-silica |
1 |
|
near surface mounted technique |
1 |
|
non-corrosive reinforcement |
1 |
|
partial fiber-reinforced polymer (frp) confinement |
1 |
|
pdcc |
1 |
|
polyethylene fiber |
1 |
|
polyvinyl alcohol |
1 |
|
polyvinyl alcohol (pva) |
1 |
|
polyvinyl alcohol fiber |
1 |
|
polyvinyl alcohol latex |
1 |
|
pozzolanic reaction |
1 |
|
prediction model |
1 |
|
printable concrete |
1 |
|
probabilistic modeling |
1 |
|
pseudo-strain-hardening index |
1 |
|
pull-out test |
1 |
|
pva fiber |
1 |
|
reactive mgo |
1 |
|
recycling & reuse of materials |
1 |
|
reinforced concrete |
1 |
|
reinforced shcc members |
1 |
|
reinforcement corrosion |
1 |
|
relative humidity (rh) |
1 |
|
residual displacement |
1 |
|
resource substitution |
1 |
|
scanning electron microscopy |
1 |
|
sea-sand |
1 |
|
seawater |
1 |
|
seawater sea-sand concrete |
1 |
|
seismic performance |
1 |
|
self healing |
1 |
|
self-healing |
1 |
|
self-sensing |
1 |
|
serviceability |
1 |
|
shear |
1 |
|
shear behavior |
1 |
|
shear crack |
1 |
|
shear reinforcement |
1 |
|
shear resistance component |
1 |
|
shear span-depth ratio |
1 |
|
silica fume |
1 |
|
slag |
1 |
|
smart concrete |
1 |
|
soil nail |
1 |
|
solid waste |
1 |
|
steel corrosion |
1 |
|
steel reinforced concrete |
1 |
|
steel reinforcement |
1 |
|
steel-frp composite bar |
1 |
|
strain hardening cementitious composites (shcc) |
1 |
|
strain hardening cementitious composites (shccs) |
1 |
|
strain-hardening cementitious composites |
1 |
|
strain-hardening cementitious composites (shcc) |
1 |
|
strain‐hardening cementitious composites (shcc) |
1 |
|
stress transfer |
1 |
|
stress-strain model |
1 |
|
strip-shaped cfrp stirrups |
1 |
|
structural repair |
1 |
|
structural strengthening |
1 |
|
sulfate attack |
1 |
|
supplementary cementing material |
1 |
|
supplementary cementitious material |
1 |
|
sustainability |
1 |
|
sustainable analysis |
1 |
|
sustainable cementitious materials |
1 |
|
sustainable concrete |
1 |
|
synergetic effect |
1 |
|
tensile ductility |
1 |
|
tensile properties |
1 |
|
tension |
1 |
|
thermal analysis |
1 |
|
transport model |
1 |
|
ultra-high performance concrete (uhpc) |
1 |
|
ultra-high strength concrete (uhsc) |
1 |
|
ultra-high-performance concrete (uhpc) |
1 |
|
ultrahigh-volume fly ash |
1 |
|
uniaxial tension |
1 |
|
water absorption |
1 |
|
water/binder (w/b) ratio |
1 |
|
weibull distribution |
1 |
|
x-ray diffraction |
1 |
