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Harnessing Sloshing as a Passive Dampener Taylor Killian Robert Klaus*, with: Prof. Tadd Truscott* Department of Mathematics, Department of Mechanical Engineering* Brigham Young University Supported by NSF Grant No. 0639328 Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 1 / 17

Harnessing Sloshing as a Passive Dampener

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Page 1: Harnessing Sloshing as a Passive Dampener

Harnessing Sloshing as a Passive Dampener

Taylor Killian Robert Klaus*,with: Prof. Tadd Truscott*

Department of Mathematics, Department of Mechanical Engineering*Brigham Young UniversitySupported by NSF Grant No. 0639328

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 1 / 17

Page 2: Harnessing Sloshing as a Passive Dampener

Objectives

Focus Areas

Determine the dynamics of rebound mitigation.

I Quantify the motion of the sphere.I Discover the influence of varying physical parameters

Determine the details of the internal energy exchange.

I Investigate the interplay of cavity collapse and rebound mitigation.F Video analysis shows the formation of an internal jet at the same time

as rebound mitigation.

I Extract the dimensionless parameters that define the energy loss

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 2 / 17

Page 3: Harnessing Sloshing as a Passive Dampener

Objectives

Focus Areas

Determine the dynamics of rebound mitigation.I Quantify the motion of the sphere.I Discover the influence of varying physical parameters

Determine the details of the internal energy exchange.

I Investigate the interplay of cavity collapse and rebound mitigation.F Video analysis shows the formation of an internal jet at the same time

as rebound mitigation.

I Extract the dimensionless parameters that define the energy loss

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 2 / 17

Page 4: Harnessing Sloshing as a Passive Dampener

Objectives

Focus Areas

Determine the dynamics of rebound mitigation.I Quantify the motion of the sphere.I Discover the influence of varying physical parameters

Determine the details of the internal energy exchange.I Investigate the interplay of cavity collapse and rebound mitigation.

F Video analysis shows the formation of an internal jet at the same timeas rebound mitigation.

I Extract the dimensionless parameters that define the energy loss

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 2 / 17

Page 5: Harnessing Sloshing as a Passive Dampener

Fill Volume Influence on Rebound Mitigation

Different fluid responses arose when varying the interior volume.

Trials of (l-r) 10%, 30% and 70% of internal volume and are dropped from 20 cm

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 3 / 17

Page 6: Harnessing Sloshing as a Passive Dampener

Effect of Drop Height

The measured rebound heights of a 10cm drop: water filled.

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.50

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Water: Ball Height = 10

Time (s)

Non−

Dim

ensio

nal B

all

Heig

ht

0% filled

10% filled

40% filled

100% filled

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 4 / 17

Page 7: Harnessing Sloshing as a Passive Dampener

Effect of Drop Height

The measured rebound heights of a 20cm drop: water filled.

0 0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Water: Ball Height = 20

Time (s)

Non−

Dim

ensio

na

l B

all

Heig

ht

0% filled

10% filled

40% filled

100% filled

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 5 / 17

Page 8: Harnessing Sloshing as a Passive Dampener

Effect of Drop Height

The measured rebound heights of a 30cm drop: water filled.

0 0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Water: Ball Height = 30

Time (s)

Non−

Dim

ensio

na

l B

all

Heig

ht

0% filled

10% filled

40% filled

100% filled

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 6 / 17

Page 9: Harnessing Sloshing as a Passive Dampener

Viscosity’s Influence on Rebound Mitigation

Different viscosities were tested, varied fluid behavior was observed.

All trials are filled to 30% of internal volume and are dropped from 20 cm

Trials of (l-r): Water µ = 8.9 × 10−4 N sm2 , Alcohol µ = 1.92 × 10−3 N s

m2 , Glycerin µ = 9.5 × 10−1 N sm2

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 7 / 17

Page 10: Harnessing Sloshing as a Passive Dampener

Viscosity’s Influence on Rebound Mitigation

Analysis of our data showed that the global effect of the sphere’smotion is unchanged.

0 10 20 30 40 50 60 70 80 90 1000

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Water: % Rebound of Second Bounce (based on first bounce)

Percentage of volume filled, by weight

Perc

ent R

ebound (

h2/h

1)

10 cm

20 cm

30 cm

0 10 20 30 40 50 60 70 80 90 1000

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Alcohol: % Rebound of Second Bounce (based on first bounce)

Percentage of volume filled, by weight

Perc

ent R

ebound (

h2/h

1)

10 cm

20 cm

30 cm

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 8 / 17

Page 11: Harnessing Sloshing as a Passive Dampener

Previous Work

Antkowiak et. al. 2006, Short-term dynamics of a density interface

following an impact

I “The interface curvature reverses violently, forming a concentrated jetthanks to a purely inertial mechanism...”

Gekle et. al. 2009, High-Speed Jet Formation after Solid Object ImpactI “Jet formation...depends crucially on the kinetic energy contained in

the entire collapsing wall of the cavity...”

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 9 / 17

Page 12: Harnessing Sloshing as a Passive Dampener

Previous Work

Antkowiak et. al. 2006, Short-term dynamics of a density interface

following an impact

I “The interface curvature reverses violently, forming a concentrated jetthanks to a purely inertial mechanism...”

Gekle et. al. 2009, High-Speed Jet Formation after Solid Object ImpactI “Jet formation...depends crucially on the kinetic energy contained in

the entire collapsing wall of the cavity...”

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 9 / 17

Page 13: Harnessing Sloshing as a Passive Dampener

Previous Work

Antkowiak et. al. 2006, Short-term dynamics of a density interface

following an impact

I “The interface curvature reverses violently, forming a concentrated jetthanks to a purely inertial mechanism...”

Gekle et. al. 2009, High-Speed Jet Formation after Solid Object ImpactI “Jet formation...depends crucially on the kinetic energy contained in

the entire collapsing wall of the cavity...”

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 9 / 17

Page 14: Harnessing Sloshing as a Passive Dampener

Channeling Antkowiak and Gekle

This conceptual approach validates our direction and focus.

Sequence above: fill volume of 20%, dropped from 20cm.

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 10 / 17

Page 15: Harnessing Sloshing as a Passive Dampener

Energy Exchange: System Overview

We investigate the mechanism of cavity collapse in kinematic terms.

ho

h1

h2

Pos 0

Pos 1A Pos 1B Pos 2A Pos 2B

Pos 1C

Pos 2C

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 11 / 17

Page 16: Harnessing Sloshing as a Passive Dampener

Energy Exchange: Formulation

Investigating the energy exchange

PE0 = Mgh0

KE1A = PE0

KE1B = KE1A − flloss − dynloss

PE1C = KE1B

· · ·

Determining the losses to fluid fillflloss,1=Mg(h0−h1)+mbg(h1,empty−h0)

flloss,2=Mg(h0−h2)+mbgh2,empty−flloss,1

ho

h1

h2

Pos 0

Pos 1A Pos 1B Pos 2A Pos 2B

Pos 1C

Pos 2C

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 12 / 17

Page 17: Harnessing Sloshing as a Passive Dampener

Energy Exchange: Formulation

Investigating the energy exchange

PE0 = Mgh0

KE1A = PE0

KE1B = KE1A − flloss − dynloss

PE1C = KE1B

· · ·

Determining the losses to fluid fillflloss,1=Mg(h0−h1)+mbg(h1,empty−h0)

flloss,2=Mg(h0−h2)+mbgh2,empty−flloss,1

ho

h1

h2

Pos 0

Pos 1A Pos 1B Pos 2A Pos 2B

Pos 1C

Pos 2C

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 12 / 17

Page 18: Harnessing Sloshing as a Passive Dampener

Energy losses to the fluid

flloss,1 = Mg(h0 − h1) + mbg(h1,empty − h0)

flloss,2 = Mg(h0 − h2) + mbgh2,empty − flloss,1

From these relations we establish the non-dimensional parameter E.I E = flloss

Mgh0

0 10 20 30 40 50 60 70 80 90 1000

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Percentage of volume filled, by weight

En

erg

y L

oss t

o F

luid

[E

]

Energy Losses of Water Trials

Loss1 10 cm

Loss1 20 cm

Loss1 30 cm

Loss2 10 cm

Loss2 20 cm

Loss2 30 cm

0 10 20 30 40 50 60 70 80 90 1000

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Percentage of volume filled, by weight

En

erg

y L

oss t

o F

luid

[E

]

Energy Losses of Alcohol Trials

Loss1 10 cm

Loss1 20 cm

Loss1 30 cm

Loss2 10 cm

Loss2 20 cm

Loss2 30 cm

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 13 / 17

Page 19: Harnessing Sloshing as a Passive Dampener

Normalizing the second rebound

Second rebound data is normalized to extract global information.

0 10 20 30 40 50 60 70 80 90 1000

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Water: 2nd rebound

Percentage of volume filled, by weight

No

rma

lize

d R

eb

ou

nd (

h/h

0)

10 cm

20 cm

30 cm

0 10 20 30 40 50 60 70 80 90 1000

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Alcohol: 2nd rebound

Percentage of volume filled, by weightN

orm

aliz

ed

Re

bo

un

d (

h/h

0)

10 cm

20 cm

30 cm

Serves as an analog/description for Roller Hockey Ball dynamics.

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 14 / 17

Page 20: Harnessing Sloshing as a Passive Dampener

Conclusions

Sloshing within a partially fluid filled sphere acts as a passivedampener.

Rebound suppression depends on drop height and fill volume.

There is an exchange of energy from the sphere to the fluid.

This exchange of energy occurs at cavity collapse and jet formation.

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 15 / 17

Page 21: Harnessing Sloshing as a Passive Dampener

Future/Continued Work

Build and verify numerical model using ADINA.

Analyze experiments performed with different sphere elasticity andgreater drop height.

I Determine convergence of data.

Refine energy method to replicate observed data.

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 16 / 17

Page 22: Harnessing Sloshing as a Passive Dampener

Acknowledements

Department of Mathematics, *Department of Mechanical EngineeringBrigham Young UniversitySupported by NSF Grant No. 0639328

Killian, Truscott (APS DFD–2011) Harnessing Sloshing as a Passive Dampener November 21, 2011 17 / 17