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Department Of Material Science And Department Of Material Science And Engineering Engineering FINITE ELEMENT METHOD FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY TECHNOLOGY AND METALLURGY Sofia Sofia Nina Velikova, June Nina Velikova, June 2010 2010

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Page 1: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

Department Of Material Science And Department Of Material Science And EngineeringEngineering

FINITE ELEMENT FINITE ELEMENT METHODMETHOD

UNIVERSITY OF CHEMICAL UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGYTECHNOLOGY AND METALLURGY

SofiaSofia

Nina Velikova, June 2010Nina Velikova, June 2010

Page 2: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Table Of ContentsTable Of Contents

Review of the problem.

Creation of geometry.

Procedure of solution.

Results.

Answering on some questions.

Page 3: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Review Of The ProblemReview Of The ProblemAssignment:Assignment:   Incompressible Newtonian fluid (water) goes trough the inlet of the pipe system with Incompressible Newtonian fluid (water) goes trough the inlet of the pipe system with

velocity 5 m/s and is separated into the three branches А, В and С. The flow into the branch A is velocity 5 m/s and is separated into the three branches А, В and С. The flow into the branch A is controlled by constriction, varied from 100 mm (full opening) to 0 mm (full closing).controlled by constriction, varied from 100 mm (full opening) to 0 mm (full closing).

Determine the general dependence between the maximum of the fluid Determine the general dependence between the maximum of the fluid velocities VA, VB and VC at the outlets and the constriction rate.velocities VA, VB and VC at the outlets and the constriction rate.

Page 4: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Submit:Submit: Geometrical model, including the mesh and the boundary conditions.Geometrical model, including the mesh and the boundary conditions. The stream lines during the full open constriction. The stream lines during the full open constriction. The pressure field during 50% closed constriction.The pressure field during 50% closed constriction. The velocity field during 100% closed constriction. The velocity field during 100% closed constriction. Drawing of the dependence between the maximum of the fluid velocities at the Drawing of the dependence between the maximum of the fluid velocities at the

outlets, the constriction rate. outlets, the constriction rate.

Answer the next questions:Answer the next questions: What does the term “incompressible fluid” mean and where it is treated in the What does the term “incompressible fluid” mean and where it is treated in the

solution? solution? What does the term “Newtonian fluid” mean and where it is treated in the What does the term “Newtonian fluid” mean and where it is treated in the

solution?solution? What element type was used ? What element type was used ? What element options were used ? What element options were used ?

What real constants were used ?What real constants were used ? How many nodes and elements were created ? How many nodes and elements were created ? What is the % error (SEPC) for your solution ? What is the % error (SEPC) for your solution ?

Page 5: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Creation Of GeometryConstriction with D=0.10m (full opening)Constriction with D=0.10m (full opening)

Page 6: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Creation Of GeometryConstriction with D=0.05mConstriction with D=0.05m

Page 7: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Constriction with D=0.00m (full closing)Constriction with D=0.00m (full closing)

Creation Of Geometry

Page 8: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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MeshingConstriction with D=0.10m (full opening)Constriction with D=0.10m (full opening)

Page 9: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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MeshingConstriction with D=0.05m Constriction with D=0.05m

Page 10: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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MeshingConstriction with D=0.00m (full closing)Constriction with D=0.00m (full closing)

Page 11: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Defining The Material Properties

Page 12: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Defining The Material Properties

Page 13: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Boundary ConditionsDefining the inletDefining the inlet

Page 14: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Boundary ConditionsDefining the inletDefining the inlet

Page 15: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Boundary ConditionsDefining the outletsDefining the outlets

Page 16: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Boundary ConditionsDefining the outletsDefining the outlets

Page 17: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Boundary ConditionsDefining the wallsDefining the walls

Page 18: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Solution

Page 19: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Solution

Page 20: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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SolutionSolution for Constriction with D=0.10m (full opening)Solution for Constriction with D=0.10m (full opening)

Page 21: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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SolutionSolution for Constriction with D=0.05m Solution for Constriction with D=0.05m

Page 22: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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SolutionSolution for Constriction with D=0.00m (full closing)Solution for Constriction with D=0.00m (full closing)

Page 23: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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The stream lines during the full open construction

Page 24: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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The pressure field during 50%closed construction

Page 25: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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The velocity field during 100% closed construction

Page 26: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Dependence between the maximum of the fluid velocities VA, VB Dependence between the maximum of the fluid velocities VA, VB and VC at the outlets and constriction rateand VC at the outlets and constriction rate

3,99

1,310

7,26

9,098,65

8,29

10,439,79

0

2

4

6

8

10

12

0.00 0.05 0.10Narrowing Diameter, [meter]

Vel

oci

ty, [m

/s]

VAVBVC

Page 27: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Dependence between the maximum of the fluid velocities at the outlets, Dependence between the maximum of the fluid velocities at the outlets, the constriction rate and the values of the viscositythe constriction rate and the values of the viscosity

3,85 3,82 3,79

0,991,1

1

0 0 00

0,5

1

1,5

2

2,5

3

3,5

4

4,5

1 1,1 1,2 1,3 1,4 1,5 1,6Kinematic viscosity [mm^2/s]

Vel

oci

ty [

m/s

]

VA D=0,10m

VA D=0,05m

VA D=0,00m

6,9877,01

8,68 8,638,66

8,62 8,68,61

6

6,5

7

7,5

8

8,5

9

1 1,1 1,2 1,3 1,4 1,5 1,6

Kinematic viscosity [mm^2/s]

Vel

oci

ty [

m/s

]

VB D=0,10m VB D=0,05m

VB D=0,00m

8,128,138,14

10,1110,1410,16

9,88 9,889,88

8

8,5

9

9,5

10

10,5

1 1,1 1,2 1,3 1,4 1,5 1,6Kinematic viscosity [mm^2/s]

Velo

cit

y [

m/s

]

VC D=0,10m

VC D=0,05m

VC D=0,00m

Page 28: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Answers of the questions

ΤΤ – – is the shear stress exerted by the fluid is the shear stress exerted by the fluid [Pa][Pa]μ μ --is the fluid viscosity – a constant of proportionality is the fluid viscosity – a constant of proportionality [Pa*s].[Pa*s].dv/dx –dv/dx –is the velocity gradient perpendicular to the direction of is the velocity gradient perpendicular to the direction of shear shear [1/s[1/s ].].

ΤΤ = = μμ dvdv

dxdx

A fluid in which theA fluid in which the density density remains constant for remains constant for isothermal isothermal pressure changes, pressure changes, that is, for which thethat is, for which the coefficient coefficient of compressibility of compressibility is zero. is zero.

What does the term “incompressible fluid” mean and where it What does the term “incompressible fluid” mean and where it is treated in the solution?is treated in the solution?

A Newtonian fluid is defined to be aA Newtonian fluid is defined to be a fluid fluid whose whose shear stress shear stress is linearly is linearly proportional to theproportional to the velocity gradient velocity gradient in the direction in the direction perpendicular perpendicular to the plane to the plane

of shear. of shear.

What does the term “Newtonian fluid” mean and where it is What does the term “Newtonian fluid” mean and where it is treated in the solution?treated in the solution?

Page 29: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Answers of the questionsWhat element options were used?What element options were used?

Page 30: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Answers of the questions

Constriction with ;Constriction with ;

D=0.00m (full closing) D=0.05m D=0.10m (full opening)D=0.00m (full closing) D=0.05m D=0.10m (full opening)

How many nodes and elements were created ?How many nodes and elements were created ? What element type was used?What element type was used?

Page 31: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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Answers of the questions

D=0.00m (full closing)D=0.00m (full closing)

D=0.05m D=0.05m

D=0.10m (full D=0.10m (full opening)opening)

What is the % error ( SEPC) for your solution?What is the % error ( SEPC) for your solution?

Constriction with ;Constriction with ;

Page 32: Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010

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