This document summarizes a thesis investigating how the presence of a solid particle influences the structure of foams through 3D numerical simulations. The thesis models the impingement of two gas bubbles in a liquid matrix with and without a spherical solid particle. Results show that the particle can induce higher strain rates near its surface and deform the bubble edges. The particle's influence is greatest when it is trapped between the bubbles. Varying parameters like particle size and bubble separation distance changes the particle's attraction basins and the overall foam structure. Future work could explore different capillary numbers and non-Newtonian fluids, as well as interactions between multiple bubbles.
Perfetti Van Melle is an innovative confectionery company with 17.7K employees worldwide operating in 150 countries. It has 32 manufacturing facilities and holds the 3rd position in the global confectionery market, generating €2,615m in net sales in 2015. The company strives to be the most innovative in confectionery through new products and brands, and is passionate about creating high-quality products that make people smile.
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The conventional elastic analysis of thick walled cylinders to final radial & hoop stresses is applicable for the internal pressures up to yield strength of material. The stress is directly proportional to strain up to yield point Beyond elastic point, particularly in thick walled cylinders. The operating pressures are reduced or the material properties are strengthened. There is no such existing theory for the stress distributions around radial holes under impact of varying internal pressure. Present work puts thrust on this area and relation between pressure and stress distribution is plotted graphically based on observations. Here focus is on pure mechanical analysis & hence thermal, effects are not considered. The thick walled cylinders with a radial cross-hole ANSYS Macro program employed to evaluate the fatigue life of vessel. Stresses that remain in material even after removing applied loads are known as residual stresses. These stresses occur only when material begins to yield plastically. Residual stresses can be present in any mechanical structure because of many causes. Residual stresses may be due to the technological process used to make the component. Manufacturing processes lead to plastic deformation. Elasto plastic analysis with bilinear kinematic hardening material is performed to know the effect of hole sizes. It is observed that there are several factors which influence stress intensity factors. The Finite element analysis is conducted using commercial solvers ANSYS & CATIA. Theoretical formulae based results are obtained from MATLAB programs. The results are presented in form of graphs and tables.
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...civej
In this study analysis of plain cement concrete pavement was done with 3-D mechanistic FEM computer
programme EVERFE2.24. This programme was developed by Bill David, University of Maine,USA. Rigid
pavement is modelled as a flat slab with DLC as base course and subgrade beneath it.
Stresses in rigid pavement at critical location was calculated due to combined effect of axle load and
environmental factor.These results are compared with IRC58-2015&2002.The disparity between results
are analysed and plotted on graph.
This study finds that stressesgiven by IRC58-2015 is up to 42% less than that given by IRC58-2002, and
stresses given by EverFE2.24 is nearly same as given by IRC58-2002.italso highlighted some issues related
to new code of design i.e. IRC58-2015.
This document provides an overview of plastic analysis for structural elements. It discusses key concepts like plastic hinges, plastic section modulus, shape factors, and load factors. Plastic analysis is used to determine the ultimate or collapse load of a structure by considering the redistribution of moments that occurs after sections yield. Common failure mechanisms for determinate and indeterminate beams involve the formation of one or more plastic hinges. Methods for plastic analysis include the static/equilibrium method and kinematic/mechanism method. Examples are given for calculating the collapse load of simple structural configurations using these methods.
This document provides an overview of plastic analysis in structural engineering. It discusses key concepts like plastic hinges, plastic section modulus, shape factors, and load factors. Plastic analysis is used to determine the ultimate or collapse load of a structure when the material is in a plastic state with plastic deformation. Two common methods for plastic analysis are the equilibrium/static method and kinematic/mechanism method. Examples are given for determining the collapse load of simple beams, fixed beams with uniform loads or point loads using these two methods.
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Evaluating the triggering of a landslide through the Limit Equilibrium Approach: methods of slices (Fellenius, Bishop, Janbu, Morgenstern and Price, Spencer). Structural intervention measures for hazard mitigation: hybrid methods for designing active and passive protective structures (anchored retaining walls, slope stabilizing piles, earth reinforced embankments). Advanced numerical approaches for evaluating the propagation of a landslide: DEM and SPH methods. Analysis and Design of structures interacting with soil: ground anchors, sheet-piles, retaining walls, advanced retaining devices.The design of slope stabilizing system, by means of GeoSlope. Designing Active & Passive stabilizing systems for the critical case with rigid square bearing plates with a deep ground anchor.
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This paper deals with the combined soret effect of thermal radiation and heat generation on the MHD free
convection heat and mass transfer flow of a viscous incompressible fluid past a continuously moving infinite
plate. Closed form of solution for the velocity, temperature and concentration field are obtained and
discussed graphically for various values of the physical parameters present. In addition, expressions for the
skin friction and Sherwood number is also derived and finally discussed with the graphs.
Perfetti Van Melle is an innovative confectionery company with 17.7K employees worldwide operating in 150 countries. It has 32 manufacturing facilities and holds the 3rd position in the global confectionery market, generating €2,615m in net sales in 2015. The company strives to be the most innovative in confectionery through new products and brands, and is passionate about creating high-quality products that make people smile.
Design and analysis of Stress on Thick Walled Cylinder with and with out HolesIJERA Editor
The conventional elastic analysis of thick walled cylinders to final radial & hoop stresses is applicable for the internal pressures up to yield strength of material. The stress is directly proportional to strain up to yield point Beyond elastic point, particularly in thick walled cylinders. The operating pressures are reduced or the material properties are strengthened. There is no such existing theory for the stress distributions around radial holes under impact of varying internal pressure. Present work puts thrust on this area and relation between pressure and stress distribution is plotted graphically based on observations. Here focus is on pure mechanical analysis & hence thermal, effects are not considered. The thick walled cylinders with a radial cross-hole ANSYS Macro program employed to evaluate the fatigue life of vessel. Stresses that remain in material even after removing applied loads are known as residual stresses. These stresses occur only when material begins to yield plastically. Residual stresses can be present in any mechanical structure because of many causes. Residual stresses may be due to the technological process used to make the component. Manufacturing processes lead to plastic deformation. Elasto plastic analysis with bilinear kinematic hardening material is performed to know the effect of hole sizes. It is observed that there are several factors which influence stress intensity factors. The Finite element analysis is conducted using commercial solvers ANSYS & CATIA. Theoretical formulae based results are obtained from MATLAB programs. The results are presented in form of graphs and tables.
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...civej
In this study analysis of plain cement concrete pavement was done with 3-D mechanistic FEM computer
programme EVERFE2.24. This programme was developed by Bill David, University of Maine,USA. Rigid
pavement is modelled as a flat slab with DLC as base course and subgrade beneath it.
Stresses in rigid pavement at critical location was calculated due to combined effect of axle load and
environmental factor.These results are compared with IRC58-2015&2002.The disparity between results
are analysed and plotted on graph.
This study finds that stressesgiven by IRC58-2015 is up to 42% less than that given by IRC58-2002, and
stresses given by EverFE2.24 is nearly same as given by IRC58-2002.italso highlighted some issues related
to new code of design i.e. IRC58-2015.
This document provides an overview of plastic analysis for structural elements. It discusses key concepts like plastic hinges, plastic section modulus, shape factors, and load factors. Plastic analysis is used to determine the ultimate or collapse load of a structure by considering the redistribution of moments that occurs after sections yield. Common failure mechanisms for determinate and indeterminate beams involve the formation of one or more plastic hinges. Methods for plastic analysis include the static/equilibrium method and kinematic/mechanism method. Examples are given for calculating the collapse load of simple structural configurations using these methods.
This document provides an overview of plastic analysis in structural engineering. It discusses key concepts like plastic hinges, plastic section modulus, shape factors, and load factors. Plastic analysis is used to determine the ultimate or collapse load of a structure when the material is in a plastic state with plastic deformation. Two common methods for plastic analysis are the equilibrium/static method and kinematic/mechanism method. Examples are given for determining the collapse load of simple beams, fixed beams with uniform loads or point loads using these two methods.
CFD Analysis of Symmetrical Tangential Inlet Cyclone SeparatorIRJET Journal
This document discusses a computational fluid dynamics (CFD) analysis of a symmetrical tangential inlet cyclone separator compared to a classical cyclone separator. The CFD analysis is conducted using ANSYS to simulate gas-particle flow through the separators. The results show that modifying the cyclone geometry by adding a symmetrical tangential inlet improves the cyclone's performance by increasing the tangential velocity within the separator compared to the classical single inlet design. Specifically, static pressure was found to be more uniform throughout the body of the symmetrical inlet cyclone separator.
Evaluating the triggering of a landslide through the Limit Equilibrium Approach: methods of slices (Fellenius, Bishop, Janbu, Morgenstern and Price, Spencer). Structural intervention measures for hazard mitigation: hybrid methods for designing active and passive protective structures (anchored retaining walls, slope stabilizing piles, earth reinforced embankments). Advanced numerical approaches for evaluating the propagation of a landslide: DEM and SPH methods. Analysis and Design of structures interacting with soil: ground anchors, sheet-piles, retaining walls, advanced retaining devices.The design of slope stabilizing system, by means of GeoSlope. Designing Active & Passive stabilizing systems for the critical case with rigid square bearing plates with a deep ground anchor.
Effects on Study MHD Free Convection Flow Past a Vertical Porous Plate with H...IJMTST Journal
This paper deals with the combined soret effect of thermal radiation and heat generation on the MHD free
convection heat and mass transfer flow of a viscous incompressible fluid past a continuously moving infinite
plate. Closed form of solution for the velocity, temperature and concentration field are obtained and
discussed graphically for various values of the physical parameters present. In addition, expressions for the
skin friction and Sherwood number is also derived and finally discussed with the graphs.
This document summarizes a study that analyzes magnetohydrodynamic (MHD) flow of Newtonian and non-Newtonian nanofluids passing over a magnetic sphere. Nanofluids containing alumina or copper nanoparticles in water or oil bases were examined. Governing equations for continuity, momentum, and energy were derived and non-dimensionalized. The equations were transformed into similarity equations using a stream function and solved numerically. Results showed that increasing the magnetic parameter decreases velocity and temperature. Newtonian nanofluid velocity and temperature were higher than non-Newtonian. Copper-water nanofluid also had higher values than alumina-water.
Axial Crushing of Aluminum Honey Comb Under Dynamic Loading ConditionIRJET Journal
The document summarizes research on the axial crushing of aluminum honeycomb structures under dynamic loading conditions. Experiments were conducted using both semi-static and dynamic testing methods. Specifically, honeycomb samples measuring 75x75x35mm were tested in a universal testing machine and a drop weight machine. The testing aimed to study the deformation and energy absorption of honeycomb under compressive loads. Finite element analysis was also conducted using LS-Dyna software to simulate honeycomb crushing. The results provide valuable insights into manufacturing materials with high energy absorption capacity.
IRJET - A Review on Utilization of Plastic Granules and Alccofine in Self-Com...IRJET Journal
This document summarizes research on using plastic granules and Alccofine in self-compacting concrete. Plastic granules can replace fine aggregate, reducing weight, cost and pollution. Alccofine is a very fine material that increases strength. The document reviews studies showing plastic granules and Alccofine can be used to create strong, durable, low-cost and environmentally friendly self-compacting concrete. Replacing up to 50% fine aggregate with plastic granules produced acceptable strength concrete. Alccofine further increased compression and flexural strength. The research aims to develop sustainable concrete using waste plastics and industrial byproducts.
This document discusses various additive manufacturing techniques that could enable in-space manufacturing and addresses key parameters to consider. It suggests that vat photopolymerization using a two-photon approach may allow 3D printing of plastics and composites in space without gravity affecting the process. An alternative approach using a centrifuge module to provide artificial gravity is also proposed to allow stereolithography additive manufacturing in microgravity conditions. The document analyzes the technical feasibility and challenges of both approaches.
The beam is statically indeterminate and requires more than one plastic hinge to develop the collapse mechanism. Using the properties provided, the plastic moment capacity (Mp) is calculated as 259.6 kNm. The design plastic moment capacity is the lowest moment that causes collapse, which is Mp.
1) The document presents a theoretical analysis of how surface stress affects the stiffness and resonant frequency of micro- and nanoscale cantilever plates.
2) Prior models that treated surface stress as axial forces are shown to be invalid. A new model is developed that considers surface stress as a distributed load.
3) Scaling analysis reveals that relative changes in resonant frequency are proportional to surface stress and inversely proportional to plate dimensions.
4) The analysis derives a final equation relating relative frequency shift to material properties and geometric parameters of the cantilever plate.
The document discusses the plastic analysis of slabs using the kinematic method. It begins by defining a slab as a structural element contained in a plane where the third dimension is much smaller than the other two. It then covers yield lines which divide slabs into rigid regions, assumptions of the yield line method, and provides examples of calculating the plastic moment capacity of slabs by equating external and internal work.
IRJET- Dynamic Properties of Cellular Lightweight ConcreteIRJET Journal
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1) Dynamic compressive strength and impact toughness of CLC increases with strain rate. Stress-strain curves from SHPB tests show three stages: elastic, plateau, and densification.
2) Cyclic shear tests show stress-strain hysteresis loops decrease in area with increasing shear strain. Backbone curves were obtained by fitting a hyperbolic function to the loops.
3) Maximum shear modulus increases with consolidation pressure but decreases with CLC unit weight.
The document discusses a proposed approach to solve the problem of surface waviness in thin glass sheets using a closed-loop control system. The approach introduces a mass flow controller and MATLAB software to maintain a constant pressure gradient during the slumping process, where glass is squeezed between porous plates. Experimental results show the closed-loop system can better regulate airflow and improve surface flatness compared to the previous open-loop design.
Making Of Economical Plastic Tiles Using Plastic WasteIRJET Journal
This document discusses making economical plastic tiles using plastic waste. Plastic waste is a major problem as it takes over 300 years to decompose. The authors aim to use plastic waste to make tiles as a way to reuse plastic while being environmentally and economically sustainable. They collect and sort plastic waste, then melt and mix it with fly ash and stabilizing agents to form compounds which are pressed into molds to make plastic tiles. Tests show the plastic tiles perform comparably to cement tiles in terms of water absorption and strength while being lighter and more affordable. The authors conclude plastic waste can successfully be used to create construction tiles as an effective way to reuse plastic.
This document summarizes a study that analyzes magnetohydrodynamic (MHD) flow of Newtonian and non-Newtonian nanofluids passing over a magnetic sphere. Nanofluids containing alumina or copper nanoparticles in water or oil bases were examined. Governing equations for continuity, momentum, and energy were derived and non-dimensionalized. The equations were transformed into similarity equations using a stream function and solved numerically. Results showed that increasing the magnetic parameter decreases velocity and temperature. Newtonian nanofluid velocity and temperature were higher than non-Newtonian. Copper-water nanofluid also had higher values than alumina-water.
Axial Crushing of Aluminum Honey Comb Under Dynamic Loading ConditionIRJET Journal
The document summarizes research on the axial crushing of aluminum honeycomb structures under dynamic loading conditions. Experiments were conducted using both semi-static and dynamic testing methods. Specifically, honeycomb samples measuring 75x75x35mm were tested in a universal testing machine and a drop weight machine. The testing aimed to study the deformation and energy absorption of honeycomb under compressive loads. Finite element analysis was also conducted using LS-Dyna software to simulate honeycomb crushing. The results provide valuable insights into manufacturing materials with high energy absorption capacity.
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This document summarizes research on using plastic granules and Alccofine in self-compacting concrete. Plastic granules can replace fine aggregate, reducing weight, cost and pollution. Alccofine is a very fine material that increases strength. The document reviews studies showing plastic granules and Alccofine can be used to create strong, durable, low-cost and environmentally friendly self-compacting concrete. Replacing up to 50% fine aggregate with plastic granules produced acceptable strength concrete. Alccofine further increased compression and flexural strength. The research aims to develop sustainable concrete using waste plastics and industrial byproducts.
This document discusses various additive manufacturing techniques that could enable in-space manufacturing and addresses key parameters to consider. It suggests that vat photopolymerization using a two-photon approach may allow 3D printing of plastics and composites in space without gravity affecting the process. An alternative approach using a centrifuge module to provide artificial gravity is also proposed to allow stereolithography additive manufacturing in microgravity conditions. The document analyzes the technical feasibility and challenges of both approaches.
The beam is statically indeterminate and requires more than one plastic hinge to develop the collapse mechanism. Using the properties provided, the plastic moment capacity (Mp) is calculated as 259.6 kNm. The design plastic moment capacity is the lowest moment that causes collapse, which is Mp.
1) The document presents a theoretical analysis of how surface stress affects the stiffness and resonant frequency of micro- and nanoscale cantilever plates.
2) Prior models that treated surface stress as axial forces are shown to be invalid. A new model is developed that considers surface stress as a distributed load.
3) Scaling analysis reveals that relative changes in resonant frequency are proportional to surface stress and inversely proportional to plate dimensions.
4) The analysis derives a final equation relating relative frequency shift to material properties and geometric parameters of the cantilever plate.
The document discusses the plastic analysis of slabs using the kinematic method. It begins by defining a slab as a structural element contained in a plane where the third dimension is much smaller than the other two. It then covers yield lines which divide slabs into rigid regions, assumptions of the yield line method, and provides examples of calculating the plastic moment capacity of slabs by equating external and internal work.
IRJET- Dynamic Properties of Cellular Lightweight ConcreteIRJET Journal
The document discusses the dynamic properties of cellular lightweight concrete (CLC), as studied through various tests. It summarizes the results from split Hopkinson pressure bar (SHPB) tests, cyclic simple shear tests, and impact tests. Key findings include:
1) Dynamic compressive strength and impact toughness of CLC increases with strain rate. Stress-strain curves from SHPB tests show three stages: elastic, plateau, and densification.
2) Cyclic shear tests show stress-strain hysteresis loops decrease in area with increasing shear strain. Backbone curves were obtained by fitting a hyperbolic function to the loops.
3) Maximum shear modulus increases with consolidation pressure but decreases with CLC unit weight.
The document discusses a proposed approach to solve the problem of surface waviness in thin glass sheets using a closed-loop control system. The approach introduces a mass flow controller and MATLAB software to maintain a constant pressure gradient during the slumping process, where glass is squeezed between porous plates. Experimental results show the closed-loop system can better regulate airflow and improve surface flatness compared to the previous open-loop design.
Making Of Economical Plastic Tiles Using Plastic WasteIRJET Journal
This document discusses making economical plastic tiles using plastic waste. Plastic waste is a major problem as it takes over 300 years to decompose. The authors aim to use plastic waste to make tiles as a way to reuse plastic while being environmentally and economically sustainable. They collect and sort plastic waste, then melt and mix it with fly ash and stabilizing agents to form compounds which are pressed into molds to make plastic tiles. Tests show the plastic tiles perform comparably to cement tiles in terms of water absorption and strength while being lighter and more affordable. The authors conclude plastic waste can successfully be used to create construction tiles as an effective way to reuse plastic.
Making Of Economical Plastic Tiles Using Plastic Waste
Bubble impingement with particle
1. the soft matter engineering group @unina
dicdot16.ingchim.unina.it/wordpress
Università degli Studi di Napoli ”Federico II”
Dipartimento di Ingegneria Chimica, dei Materiali e della Produzione Industriale
Tesi di Laurea Magistrale in Ingegneria Chimica
Impingement of gas bubbles in liquid matrices in the
presence of a solid particle
Candidato:
Alessandro Esposito
Matricola: M55/418
Relatore
Ch.mo Prof.Ing. Gaetano D’avino
Correlatore
Dott.Ing. Massimiliano Maria Villone
2. 25/12/2016 - 2/20
the soft matter engineering group @unina
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Foams
Foams are dispersions of gas in a liquid or a solid matrix
liquid foam polyurethane foam metallic foam
3. 25/12/2016 - 3/20
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Foam structure
Foams may have different structure, in relation to their production process
Foam realization steps [1]:
Nucleation &
Single bubble growth
Impingement Rupture Retraction
Key steps to determine the final
structure are the rupture and the
consequent film retraction
[1] Tammaro et al., Chem. Eng. J., 2016
Open and closed cell foam
4. 25/12/2016 - 4/20
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How the presence
of a solid particle
can influence the
foam structure?
Investigation
through 3D
numerical
simulations
Basic problem: two
gas bubbles in a
liquid matrix in the
presence of a solid
particle
Objective of the work
Rupture may be induced by different factors:
• Crystallization
• Presence of solid objects (filled polymeric foams)
OBJECTIVE
5. 25/12/2016 - 5/20
the soft matter engineering group @unina
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L
L
d
R0 R0
Rp
L
B1 B2
P
Problem formulation
Geometrical domain: Assumptions:
• Newtonian liquid matrix
• Incompressible flow
• Single, rigid, spherical particle
• Creeping flow regime (Re << 1)
– force-and torque-free particle
• Constant pressure inside the
bubbles
• Isothermal problem
• L >> R(t) such that bubbles are not
affected by domain boundaries
x
z
y
6. 25/12/2016 - 6/20
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Mathematical model
Fluid motion equations
Mass balance:
𝜵 ∙ 𝒗 = 0
Momentum balance:
𝜵 ∙ 𝑻 = 𝟎
𝑻 = −𝑝𝑰 + 2𝜇 𝑫
𝑫 = (𝜵𝒗 + 𝜵𝒗 T
)/2
Particle motion equations
Kinematic equation for translation:
𝑑𝒙p
𝑑𝑡
= 𝒗p
Kinematic equation for rotation:
𝑑𝜽
𝑑𝑡
= 𝝎
NB: since we impose that bubble growth is driven by a constant pressure
difference between gas and ambient fluid, no mass balance equation is
solved for the gas phase[2]
[2] Favelukis et Al. Bubble growth in viscous newtonian and non-newtonian liquids
7. 25/12/2016 - 7/20
the soft matter engineering group @unina
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Boundary conditions
BCs on the fluid domain
Outflow on the external domain boundaries (Ω):
𝑻 ∙ 𝒏 = −𝑝out 𝒏
Young – Laplace condition on the bubbles (G2 e G3):
𝑻 ∙ 𝒏 = Γ 𝐧𝛁 ∙ 𝒏 − 𝑝g 𝒏
No-slip on solid particle (G1):
𝒗 = 𝒗p + 𝝎 × (𝐱 − 𝐱p)
BCs on the solid particle
Force-free condition:
𝑭 =
G1
𝑻 ∙ 𝒏 𝑑𝑆 = 𝟎
G3
Ω
Ω
Ω
G2
G1
Torque-free condition:
𝚿 =
G1
𝐱 − 𝐱p × 𝑻 ∙ 𝒏 𝑑𝑆 = 𝟎
8. 25/12/2016 - 8/20
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Parameters
System parameters
• 𝑅0: initial bubble radius
• 𝑅p: particle radius
• 𝒙p: initial position of particle center
• 𝑑 = |𝒙1 − 𝒙2|: distance between bubbles
• L: cube side
• 𝛤: surface tension
• 𝑝0: pressure inside bubbles
• 𝑝out: ambient pressure
Dimensionless parameters
𝑑∗
=
𝑑
𝑅0
𝑅 𝑝
∗ =
𝑅p
𝑅0
𝒙 𝑝
∗ =
𝒙p
𝑅0
𝐶𝑎 =
𝑅0(𝑝0−𝑝out)
2Γ
9. 25/12/2016 - 9/20
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Results
Two bubbles growth without solid particle:
• bubble dynamics
• mesh visualization (remeshing)
𝐶𝑎 = 0.5
𝑑∗ = 5
10. 25/12/2016 -
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Strain rate
Two bubbles growth without solid particle:
• strain rate ( 𝜀 = 2𝑫: 𝑫) on the xy-plane
𝐶𝑎 = 0.5
𝑑∗ = 5
11. 25/12/2016 -
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Results
𝐶𝑎 = 0.5
𝑑∗
= 5
𝑅p
∗
= 0.1
𝑥p
∗
= (0,2.4,0)
𝐶𝑎 = 0.5
𝑑∗
= 5
𝑅p
∗
= 0.1
𝑥p
∗
= (0,0.4,0)
Two bubbles growth with solid particle: two possible scenarios
12. 25/12/2016 -
the soft matter engineering group @unina
dicdot16.ingchim.unina.it/wordpress
Two bubbles growth with solid particle:
• strain rate ( 𝜀 = 2𝑫: 𝑫) on the xy-plane
Strain rate
𝐶𝑎 = 0.5
𝑑∗ = 5
𝑅p
∗
= 0.1
𝑥p
∗
= (0,2.4,0)
13. 25/12/2016 -
the soft matter engineering group @unina
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Two bubbles growth with solid particle:
• strain rate ( 𝜀 = 2𝑫: 𝑫) on the xy-plane
Strain rate
𝐶𝑎 = 0.5
𝑑∗ = 5
𝑅p
∗
= 0.1
𝑥p
∗
= (0,0.4,0)
14. 25/12/2016 -
the soft matter engineering group @unina
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Symmetry
x
z
y
On the y-z plane each
radial position of the
particle is
symmetrical.
18. 25/12/2016 -
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Conclusions
The results found shows that the presence of the
solid particle can induce:
- Higher values of strain rate.
- Bubble edge deformation nearby the particle.
The influence of the solid particle is relevant if it is actually «trapped» between the
bubbles. Parameters like particle radius and the bubble distance, (concentration)
can influence the attraction basins of the particle, driving the system to different
structures
19. 25/12/2016 -
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Future developements
- Investigate the effect of 𝐶𝑎 on the
attraction basins of the particle
𝐶𝑎 =
2Γ
𝑅0(𝑝0−𝑝 𝑜𝑢𝑡)
- Remove the assumptions of Newtonian
fluid and approach different constituive
equation (UCM, Oldroyd – B)
𝑻 + λ 𝑻 = 2𝜇D
- Consider multiple bubble interactions
20. 25/12/2016 -
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Thank you for your attention