Scaling effect of impact response for CFST components
Liu Jin,
No information about this author
Qian Fu,
No information about this author
Renbo Zhang
No information about this author
et al.
International Journal of Mechanical Sciences,
Journal Year:
2025,
Volume and Issue:
unknown, P. 110051 - 110051
Published: Feb. 1, 2025
Language: Английский
Dynamic Boron-Carbamate Bonds Integrated Polyurea Elastomers with Enhanced Impact-Resistant Property
Sibo Wang,
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Rongrong Chen,
No information about this author
Peili Liu
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et al.
Published: Jan. 1, 2025
Language: Английский
Impact and Post-Impact Compression Buckling Behavior of Symmetrical Foam-Filled Hat-Stiffened Panels
Da Liu,
No information about this author
Zhijia Zheng,
No information about this author
Yuhao Shen
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et al.
Symmetry,
Journal Year:
2025,
Volume and Issue:
17(4), P. 570 - 570
Published: April 9, 2025
This
study
investigates
the
mechanical
behavior
and
failure
mechanisms
of
SFHCPs
under
low-velocity
impact
compression
after
(CAI)
conditions.
Symmetric
foam-filled
hat-stiffened
composite
panels
(SFHCPs)
are
widely
used
in
critical
load-bearing
structures
such
as
vessels
aircraft
due
to
their
high
strength-to-weight
ratio
integrated
stiffener
design.
However,
material’s
sensitivity
impact,
it
is
necessary
conduct
a
systematic
evaluation
its
application
reliability.
By
integrating
experimental
testing
numerical
simulation,
buckling
modes
characterized
by
symmetry
envelope
number
were
adopted
key
performance
indicators.
The
integration
an
optical
measurement
method
with
iterative
finite
element
model
(FEM)
updates
significantly
enhances
accuracy
computational
efficiency.
Experimental
results
indicate
that
for
specimens
impacted
at
mid-section
residual
compressive
strength
drops
sharply
from
106
kN
40.6
(a
reduction
61.7%),
mode
changing
symmetric
four-wave
pattern
undamaged
state
localized
region,
leading
brittle
failure.
FPP
data
improved
FEM,
highlighting
influence
optimizing
impact-resistant
structures.
Language: Английский
Impact behaviour and design models for space-efficient ring-shear structures
Genda Wang,
No information about this author
Zhaijun Lu,
No information about this author
Peng Jiao
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et al.
Materials Today Communications,
Journal Year:
2024,
Volume and Issue:
unknown, P. 110840 - 110840
Published: Oct. 1, 2024
Language: Английский
Toughening by Interfacial Self-healing Processes in Bioinspired Staggered Heterostructures
Lili Xie,
No information about this author
Kaijin Wu,
No information about this author
Xinyu Liang
No information about this author
et al.
International Journal of Mechanical Sciences,
Journal Year:
2024,
Volume and Issue:
unknown, P. 109847 - 109847
Published: Nov. 1, 2024
Language: Английский
A High-Performance Geopolymer Wood Adhesive Inspired by Shells: “Brick and Mortar” Matrix Structure and “Gradient Gradual Changing” Interfacial Structure
Xia Lei,
No information about this author
Senchi Li,
No information about this author
Jinyu Zhao
No information about this author
et al.
Published: Jan. 1, 2024
Formaldehyde-based
adhesives,
commonly
used
in
traditional
plywood,
pose
significant
health
and
environmental
risks.
In
contrast,
green
geopolymers,
which
offer
benefits,
are
limited
plywood
applications
due
to
their
inadequate
toughness.
This
study
introduces
a
geopolymer
adhesive
that
incorporates
unique
"brick
mortar"
(BM)
structure
inspired
by
natural
shells,
using
fly
ash
as
the
primary
raw
material
metakaolin
an
active
additive.
The
is
enhanced
gel
formed
through
pretreatment
alkali
activation,
serving
inorganic
"mortar"
phase,
while
unreacted
minerals
act
"brick"
phase.
Epoxy
resin
KH550
integrated
organic
organic-inorganic
coupling
phases,
respectively.
composition
not
only
improves
toughness
but
also
facilitates
formation
of
"gradient
gradual
changing"
(GGC)
at
interface
during
hot
pressing,
significantly
enhancing
bonding
performance.
Experimental
results
reveal
prepared
this
achieves
wet
shear
strength
1.31
MPa,
385%
improvement
over
exhibits
superior
flame
retardancy
approach
offers
novel
efficient
strategy
for
developing
high-performance
paving
way
advanced
utilization
industrial
like
ash.
Language: Английский
Numerical investigation on the impact resistance of ceramic-based composite structure with hybrid architecture
Mechanics of Advanced Materials and Structures,
Journal Year:
2024,
Volume and Issue:
unknown, P. 1 - 16
Published: Aug. 30, 2024
As
known,
ceramics
possess
desirable
strength,
hardness
and
low
density,
which
have
been
extensively
applied
in
engineering
fields.
However,
the
inherent
brittleness
makes
present
poor
toughness
consequently
impact
resistance
as
well.
In
recent
decades,
some
ingenious
architectures
of
biomaterials
employed
to
improve
mechanical
properties
brittle
bulk
materials,
such
laminate
brick-mud,
become
increasingly
popular.
Here,
order
further
enhance
ceramics,
a
kind
hybrid
ceramic-based
composite
structure
is
designed
according
gradient
feature
dactyl
club
mantis
shrimp.
The
performances
bulk,
laminate,
brick-mud
structures
are
investigated
by
finite
element
simulation.
results
show
that
can
effectively
avoid
catastrophic
failure,
thereby
having
large
scope
deformation
area
store
energy.
Moreover,
damage
mass
impactor
for
plate
largest
due
beginning
hard
collision
between
target
long
cumulative
damaging
time
impactor.
result,
with
highest
internal
energy
eroding
kinetic
simultaneously,
dissipates
most
Further,
under
extreme
working
conditions
oblique
high
velocity
impact,
still
exhibits
optical
performance.
Language: Английский