Corrosion characteristics of basalt-polypropylene hybrid fiber concrete under the compound salt and drying-wetting cycles
Li Su,
No information about this author
Zhicong Ma,
No information about this author
Ditao Niu
No information about this author
et al.
Construction and Building Materials,
Journal Year:
2024,
Volume and Issue:
419, P. 135529 - 135529
Published: Feb. 23, 2024
Language: Английский
Investigation on shear performance and prediction model of CFRP-ECC-concrete composite interface suffered from anodic polarization and environmental degradation
Developments in the Built Environment,
Journal Year:
2024,
Volume and Issue:
18, P. 100422 - 100422
Published: March 29, 2024
This
study
aims
to
investigate
shear
performance
and
prediction
model
of
CFRP-ECC-concrete
composite
interface
suffered
from
anodic
polarization
environmental
degradation.
The
effect
ECC
mixtures,
cathodic
current
densities,
period,
the
duration
sulfate
soaking
attacking
by
wet
dry
cycles
on
were
studied.
results
showed
that
three
failure
modes
found.
Shear
load-slip
curves
double
broken
lines
characteristics,
while
voltage-deterioration
time
an
approximate
linear
increase
relationship
between
voltage
time.
five
parameters
all
had
significant
effects
strength
deterioration
interface.
Moreover,
this
proposed
innovative
interfacial
measured
voltage,
which
can
provide
important
basic
theory
for
ICCP-SS
technology.
work
makes
a
contribution
technology
Language: Английский
Chloride ion-induced deterioration in concrete under dry-wet cycling using the air-drying method
Chunhong Chen,
No information about this author
Yunchun Chen,
No information about this author
Jun He
No information about this author
et al.
Construction and Building Materials,
Journal Year:
2024,
Volume and Issue:
451, P. 138750 - 138750
Published: Oct. 22, 2024
Language: Английский
Erosion resistance performance of marine concrete with red mud, slag and fly ash
Case Studies in Construction Materials,
Journal Year:
2025,
Volume and Issue:
unknown, P. e04418 - e04418
Published: Feb. 1, 2025
Language: Английский
Enhancement mechanism and durability design of multiscale performance of concrete by composite corrosion-retarding admixture under the coupling of freeze-thaw cycle and salt attack
Jialong Song,
No information about this author
Jiaqi Liu,
No information about this author
Meiyan Hang
No information about this author
et al.
Inorganic Chemistry Communications,
Journal Year:
2025,
Volume and Issue:
unknown, P. 114842 - 114842
Published: June 1, 2025
Language: Английский
Mechanical and microstructural properties of municipal solid waste incinerator bottom ash (MSWIBA) concrete exposed to salt erosion and drying-wetting cycles
Xinlian Yang,
No information about this author
Jianguo Lu,
No information about this author
Xusheng Wan
No information about this author
et al.
Journal of Building Engineering,
Journal Year:
2024,
Volume and Issue:
96, P. 110482 - 110482
Published: Aug. 23, 2024
Language: Английский
Evaluating the Chemical Stability and Performance of Zinc Phosphate-Coated Steel Fibers in Concrete Corrosion Simulations
Materials Today Communications,
Journal Year:
2024,
Volume and Issue:
41, P. 110363 - 110363
Published: Sept. 8, 2024
Language: Английский
Experimental Study on the Effect of Corrosion-inhibiting Admixtures on Chloride Corrosion Resistance of Concrete
Kelin Zeng,
No information about this author
Wenjin Sun,
No information about this author
Sun Lizhou
No information about this author
et al.
Journal of Physics Conference Series,
Journal Year:
2024,
Volume and Issue:
2736(1), P. 012042 - 012042
Published: March 1, 2024
Abstract
Compared
to
the
different
types
of
rust
inhibitors,
The
effects
internal
and
external
coating
corrosion
inhibitors
on
resistance
concrete
were
studied.
impact
mixed
inhibitor
working
performance,
compressive
strength
chloride
ion
permeability
coefficient
was
investigated.
results
show
that
late
mechanical
properties,
chlorine
salt
erosion
are
better
than
those
reference
after
adding
anti-rust
agent.
Comparing
2%
4%
ions,
based
control
group,
diffusion
with
decreases
original
15.1%
37.0%,
respectively.
Concrete’s
62.5%.
In
addition,
has
a
specific
water-reducing
component,
which
reduces
water
consumption
improves
compactness
itself,
thus
improving
concrete.
Language: Английский