Dynamics of single bubble between a moving spherical boundary and a plate structure
Physics of Fluids,
Journal Year:
2025,
Volume and Issue:
37(1)
Published: Jan. 1, 2025
Boundary
conditions
significantly
influence
the
near-field
dynamics
of
bubbles.
This
study
employs
numerical
simulations
to
investigate
coupling
characteristics
high-pressure
bubbles
near
solid
boundaries
and
moving
spherical
boundaries.
It
focuses
on
effects
sinking
velocity
sphere
initial
bubble–boundary
distance
bubble
evolution
loading
characteristics.
The
results
indicate
that
an
increase
in
sphere's
or
a
decrease
leads
tearing
during
collapse
process.
generates
high-speed
water
jets
directed
either
toward
center
boundary,
reducing
kinetic
energy
sphere.
shock
waves
caused
by
temporarily
impede
motion,
while
lagging
flow
induced
expansion
contraction
has
relatively
minor
impact.
As
increases,
phenomenon
gradually
weakens
may
even
disappear.
attenuation
is
attributed
suppression
Bjerknes
effect
which
reduces
tendency
migrate
boundary.
Furthermore,
intensity
affects
pressure
distribution
region
around
Strong
induces
double-peaked
profile,
weak
single-peaked
profile
primarily
dominated
collapse.
reveals
critical
interactions
motion
distribution,
providing
valuable
insights
for
engineering
design
applications
related
fields.
Language: Английский
Numerical Investigation of Symmetrical and Asymmetrical Characteristics of a Preloading Spiral Case and Concrete during Load Rejection
Zhenwei Zhang,
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Yutong Luo,
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Guisheng Yang
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et al.
Symmetry,
Journal Year:
2024,
Volume and Issue:
16(10), P. 1277 - 1277
Published: Sept. 27, 2024
During
the
transient
process
of
load
rejection,
hydraulic
pressure
applied
to
pump-turbine
and
plant
concrete
changes
dramatically
induces
high
dynamic
stress
on
spiral
case.
The
preloading
case
has
been
widely
used
in
large-scale
pumped-storage
power
stations
due
its
excellent
load-bearing
capacity.
However,
studies
impact
structural
response
during
rejection
are
still
few
number.
In
this
paper,
3D
flow
domain
models
a
prototype
designed
analyze
characteristics
flow-induced
behavior
steel
under
different
pressures
rejection.
results
show
that
asymmetric
design
logarithmic
lines
ensures
an
axially
symmetric
potential
within
with
uniform
distribution.
Higher
provides
larger
clearance,
leading
greater
deformation
stress,
their
maximum
values
located
at
mandoor
inner
edge,
respectively.
combined
effect
asymmetrical
shape,
internal
unbalanced
force
leads
clearance
distribution,
resulting
distribution
along
axial
direction
but
symmetrical
characteristic
near
waistline
response.
Stress
variations
sections
between
share
similar
It
follows
same
trend
as
lower
pressures,
while
there
is
delayed
peak
contact
phenomenon
when
reaches
static
head.
conclusions
provide
scientific
guidance
for
optimizing
selection
stable
operation
units.
Language: Английский