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FINITE ELEMENT SIMULATION OF ARRAYS OF HOLLOW SPHERES STRUCTURES YASIN AMANI A project report submitted in partial fulfilment of the requirements for the award of the degree of Master of Engineering (Mechanical) Faculty of Mechanical Engineering Universiti Teknologi Malaysia JUNE 2014

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Page 1: FINITE ELEMENT SIMULATION OF ARRAYS OF HOLLOW …eprints.utm.my/id/eprint/53436/25/YasinAmaniMFKM2014.pdf · YASIN AMANI A project report submitted in partial fulfilment of the requirements

FINITE ELEMENT SIMULATION OF ARRAYS OF HOLLOW SPHERES

STRUCTURES

YASIN AMANI

A project report submitted in partial fulfilment of the

requirements for the award of the degree of

Master of Engineering (Mechanical)

Faculty of Mechanical Engineering

Universiti Teknologi Malaysia

JUNE 2014

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To my beloved mother and father

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ACKNOWLEDGMENT

I would like to take this opportunity to thank those who in some way

contributed to the completion of this thesis. In particular, I wish to express my honest

gratitude to my main thesis supervisor, Dr. Zair Asrar Bin Ahmad, for guidance,

advices and friendship. I am also very thankful to my co-supervisors Professor Dr.

Andreas Ochsner for his encouragement, critics, and advices.

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ABSTRAK

Simulasi berangka bagi suatu model berulang daripada sel logam dibangunkan

untuk siasatan asas kelakuan anjal bagi struktur sfera berongga. Morfologi sintaksis

dan separa untule konfigurasi struktur sfera berongga ditetapkan menggunakan syarat-

syarat sempadan yang sesuai dengan unit sel dan kekisi seluruh sfera berongga.

Berdasarkan cadangam rajah modulus young relatif melawan ketumpatan relatif,

tingkah laku struktur sfera berongga dengan mana-mana saiz dan bentuk dapat

diterangkan tanpa mengambil kira sifat-sifat elastik.

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ABSTRACT

The numerical simulation of a repetitive model of a cellular metal is developed

for fundamental investigation of elastic behaviour of hollow sphere structures.

Syntactic and partial morphologies of simple cubic configurations of hollow sphere

structures are prescribed under boundary conditions corresponded to unit cell and

whole hollow sphere lattice. Based on the proposed plotted diagram consists of relative

Young’s modulus versus relative density it is possible to explain behaviour of hollow

sphere structure with any size and shape disregarded to its basic elastic properties.

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TABLE OF CONTENTS

CHAPTER TITLE PAGE

DECLARATION ii

DEDICATION iii

ACKNOWLEDGMENT vii

ABSTRAK vii

ABSTRACT vii

TABLE OF CONTENTS vii

LIST OF TABLES ix

LIST OF FIGURES x

LIST OF ABBREVIATIONS vii

LIST OF SYMBOLS vii

1 INTRODUCTION 1

1.1 General Overview and Background 1

1.2 Problem Statement 3

1.3 Objectives 4

1.4 Scope of Study 4

1.5 Significant if Study 5

2 LITERATURE REVIEW 6

2.1 Introduction 6

2.2 Elastic and Plastic Properties 12

2.2.1 Theoretical and Analytical Methods 12

2.2.2 Experimental Approaches 14

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2.2.3 Numerical Methods 18

2.3 Fracture Properties 24

2.3.1 Theoretical and Analytical Methods 24

2.3.2 Experimental Approaches 25

2.3.3 Numerical Methods 26

2.4 Summary 27

3 METHODOLOGY 29

3.1 Introduction 29

3.2 Modelling 30

3.3 Finite Element Meshes 33

3.4 Boundary Conditions 35

3.5 Evaluation of Module of Elasticity 38

3.6 Calculation of Relative Density 40

4 ANALYSIS AND RESULTS 42

4.1 Introduction 42

4.2 Syntactic Configuration 43

4.2.1 Mesh Convergence Analysis 45

4.2.2 Identical Material for Matrix And Shell 47

4.2.3 Different Materials for Matrix And Shell 51

4.3 Partial Configuration 54

4.3.1 Mesh Convergence Analysis 55

4.3.2 Identical Material for Matrix And Shell 58

4.3.3 Different Materials for Sphere And Matrix 61

5 CONCLUSION AND RECOMMENDATION 65

5.1 Conclusion 65

5.2 Recommendation 66

REFERENCES 67

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LIST OF TABLES

TABLE NO. TITLE PAGE

2.1 Literature review chart 8

4.1 Base material properties of the shells and links 43

4.2 Dimensions of considered Geometry in Figure 4.1 45

4.3 Mesh parameters 45

4.4 Primarily dimensions of considered geometry in Figure 4.1 48

4.5 Dimensions of considered shell thickness in Figure 4.1 48

4.6 Primarily dimensions of considered geometry in Figure 4.2 51

4.7 Dimensions of considered shell thickness in Figure 4.2 51

4.8 Dimensions of considered Geometry in Figure 4.11 56

4.9 Mesh parameters 56

4.10 Primarily dimensions of considered geometry in Figure 4.11 59

4.11 Dimensions of considered Geometry in Figure 4.11 59

4.12 Primarily dimensions of considered geometry in Figure 4.12 62

4.13 Dimensions of considered Geometry in Figure 4.12 62

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LIST OF FIGURES

FIGURE NO. TITLE PAGE

1.1 Aluminium profile filled with hollow sphere structures

particles (Fraunhofer IFAM 2014)

2

1.2 (a) Open-cell M− Pore® aluminum foam (b) Cross

section of metallic hollow sphere structures (The

University of Newcastle, Australia 2014)

3

3.1 Research procedure flowchart 30

3.2 Syntactic hollow sphere structure 31

3.3 Partial hollow sphere structure 31

3.4 Syntactic configuration of unit cell models under

consideration of symmetry (a) primitive cubic (one-eighth

of unit cell) (b) body centred cubic (one-eighth of unit cell)

(c) face centred cubic (one-eighth of unit cell)

32

3.5 Geometric approximation model for syntactic

configuration of hollow sphere structure (a) primitive

cubic (pc) (b) body centred cubic (bcc) (c) face centred

cubic (fcc)

32

3.6 Partial configuration of unit cell models under

consideration of symmetry (a) primitive cubic (one-eighth

of unit cell) (b) body centred cubic (one-eighth of unit cell)

(c) face centred cubic (one-eighth of unit cell)

32

3.7 Geometric approximation model for partial type of hollow

sphere structure (a) primitive cubic (pc) (b) body centred

cubic (bcc) (c) face centred cubic (fcc)

33

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3.8 Two syntactic simple cubic finite element model (a)

material of sphere and matrix are identical (b) material of

sphere and matrix are different

34

3.9 Two partial simple cubic finite element model (a) material

of sphere and matrix are identical (b) material of sphere

and matrix are different

35

3.10 Boundary condition for uniaxial compression test

simulation in the case that unit cells consist of identical

materials as shells and matrixes (a) a syntactic simple

cubic unit cell inside the hollow sphere lattice (b) a

syntactic simple cubic unit cell alone

36

3.11 Boundary condition for uniaxial compression test

simulation in the case that unit cells consist of different

materials as shells and matrixes (a) a syntactic simple

cubic unit cell inside the hollow sphere lattice (b) a

syntactic simple cubic unit cell alone

37

3.12 Boundary condition for uniaxial compression test

simulation in the case that unit cells consist of identical

materials as shells and matrixes (a) a partial simple cubic

unit cell inside the hollow sphere lattice (b) a partial simple

cubic unit cell alone

37

3.13 Boundary condition for uniaxial compression test

simulation in the case that unit cells consist of different

materials as shells and matrixes (a) a partial simple cubic

unit cell inside the hollow sphere lattice (b) a partial simple

cubic unit cell alone

38

3.14 The half-length of unit cell for (a) partial configuration (b)

syntactic configuration

39

4.1 Dimensions of syntactic configuration of primitive cubic

with identical material for shell and matrix

44

4.2 Dimensions of syntactic configuration of primitive cubic

with different material for matrix and shell

44

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4.3 Different number of element for convergence test: (a) 3 (b)

24 (c) 81 (d) 192 (e) 375 (f) 648 (g) 1029 (h) 1536

46

4.4 Convergence test for syntactic configuration 47

4.5 Relative Young’s modulus for different relative densities

of syntactic configuration of hollow sphere structure and

unit cell made of steel (AISI 8000)

49

4.6 Relative Young’s modulus for different relative densities

of syntactic configuration of hollow sphere structure and

unit cell made of epoxy.

49

4.7 Syntactic configuration of hollow sphere structure and

unit cell made of two different material

50

4.8 Relative Young’s modulus versus different average

densities for syntactic configuration of hollow sphere

structure and unit cell made of steel (AISI 8000) and epoxy

for shell and matrix respectively.

52

4.9 Relative Young’s modulus versus different average

densities for syntactic configuration of hollow sphere

structure and unit cell made of low carbon steel (AISI

1025) and epoxy for shell and matrix respectively.

53

4.10 Syntactic configuration of hollow sphere structure and unit

cell made of two different materials for shell

53

4.11 Dimensions of partial configuration of primitive cubic

with identical material for shell and matrix

54

4.12 Dimensions of partial configuration of primitive cubic

with different material for shell and matrix

55

4.13 Different number of mesh element are generated for

convergence test: (a) 30 (b) 240 (c) 810 (d) 1920

57

4.14 Convergence test for partial configuration 58

4.15 Relative Young’s modulus versus different relative

densities of partial configuration of hollow sphere

structure and unit cell made of steel (AISI 8000)

60

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4.16 Relative Young’s modulus versus different relative

densities of partial configuration of hollow sphere

structure and unit cell made of epoxy

60

4.17 Comparison of partial configuration of hollow sphere

structure and unit cell made for two different material

61

4.18 Relative Young’s modulus versus different average

densities for partial configuration of hollow sphere

structure and unit cell made of low carbon steel (AISI

8000) and epoxy for shell and matrix respectively.

63

4.19 Relative Young’s modulus versus different average

densities for partial configuration of hollow sphere

structure and unit cell made of steel (AISI 1025) and epoxy

for shell and matrix respectively.

64

4.20 Partial configuration of hollow sphere structure and unit

cell made of two different materials for shell

64

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LIST OF ABBREVIATIONS

BCC - Body centred cubic

CAD - Computer aided design

CAE - Computer aided engineering

DMA - Dynamic mechanical analysis

DSC - Differential scanning calorimetry

FCC - Face centred cubic

FEA - Finite element analysis

FM - Finite element method

HEX - Hexagonal

HSS - Hollow sphere structure

PC - Primitive cubic

PHS - Porous stacking of hollow sphere

PHSS - Perforated hollow sphere structure

SC - Simple cubic

TMA - Thermo mechanical analysis

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LIST OF SYMBOLS

A - Areas of the corresponding surfaces of the finite element models

E - Young’s modules

F - Nodal forces

l - Half length of the unit cell

u - Displacement of nodes

ε - Engineering strains

σ - Macroscopic engineering stress

ρ - The density of the hollow sphere structure

𝑉𝑓𝑟𝑒𝑒 - Free volume

𝑉𝑆 - Volume of the solid material

𝑉𝑆𝑝 - Volume of sphere

𝑉𝑀𝑎 - Volume of matrix

𝑉𝑈𝐶 - Volume of the unit cell

𝜌𝑎𝑣𝑒 - Average density

𝜌𝑟𝑒𝑙 - Relative density

𝜌𝑆 - The density of the solid material

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CHAPTER 1

INTRODUCTION

1.1 General Overview and Background

Hollow spheres structures (HSS) are used widely in many different

applications e.g. lightweight composite material, sound and thermal insulation walls,

gas and chemical storage container, encapsulation, fiber optic sensors, and laser-fusion

(Scheffler, Colombo 2005).

They are employed regularly by nature for establishing load bearing and weight

optimized structures. For example natural materials such as wood, cork, bones, and

honeycombs perform their practical task as well as functional demands. The

exceptional properties of biological materials has simulated the development of

artificial cellular materials for technical applications.

Today many parts of technology use foams made of polymeric material

particularly. Other typical application areas are the fields of heat and sound absorption.

Hollow sphere structure are separate from traditional dense metals by the combination

of specific mechanical and physical properties.

Cellular metals present a large number of important properties. Multifunctional

requirements, high stiffness, very low specific weight, high gas permeability and high

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thermal conductivity are advantages of these material. Different arrangements and

forms of cell structures compose a wide range of cellular materials (Öchsner, Augustin

2009). Figure 1.1 shows an example of metallic hollow spheres structure with partial

configuration.

Figure 1.1 Aluminum profile filled with hollow sphere structures particles

(Fraunhofer IFAM 2014)

These characteristics can create highly integrated applications. First high

porosity of the HSS gives it capability to compress at high strains. In the stress strain

diagram of a HSS, a stress region exists which indicate the ability of the structure

to absorb energy at a low stress level and high strains.

This property provides the application of HSS in energy absorbing structures,

e.g. crash components in the automotive industry. Damping of mechanical and

acoustical oscillations is another clear aspect of cellular structures. This property

recommends the application in elements where high accelerations exist because of

their low density. The small amount of accelerated bulk can damp oscillations and

reduce energy consumption.

It has been exposed that there is a significant potential of hollow sphere

composite structures in machine tools. Moreover, cellular metals perform as sound

suppressors and acoustic insulators. A low thermal conductivity is shown by cellular

metals in comparison to their metallic base materials. Adhesively bonded metallic

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hollow sphere structure shows very low thermal conductivities because of the

insulating effect of the adhesive matrix between the metallic shells of the spheres.

Particularly, metallic hollow sphere structures can be used as thermal insulators.

Figure 1.2 shows two different types of hollow spheres structure the left one is sintered

metallic hollow sphere and the right one is syntactic configuration of metallic hollow

sphere structure.

(a)

(b)

Figure 1.2 a) Open-cell M− Pore® aluminum foam b) Cross section of metallic

hollow sphere structures (The University of Newcastle, Australia 2014)

1.2 Problem Statement

The mechanical properties of hollow spheres structures are depended on many

factors such as morphology, configuration and basic material. The complexity of

stochastic structure and too many involved variables prevent to investigate

characteristics of this types of materials by ordinary approaches. Study of porous

material should be simplified by considering and focusing on mechanical properties of

their unit cells. The effects of the morphology, topology, joining technology and

material composition on their mechanical properties could be numerically investigated

(Öchsner, Augustin 2009).

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The shape and size of hollows inside a structure determine the mechanical

properties of it porous structure. In order to investigate the mechanical properties, the

finite element method is applied. This survey addresses the simplified approach for

evaluating the elastic properties of hollow sphere structures.

1.3 Objectives

The objectives of this study are to determine the Young’s modulus of hollow

sphere structures and its corresponding unit cell for different morphologies and

dimensions. The effect of different joining techniques on the Young’s modulus of unit

cell and hollow spheres structure could be also investigated. In addition the influence

of various types of material for joint and sphere on the macroscopic Young’s modulus

could be explored.

1.4 Scope of Study

The study is conducted through:

1. The literature review about history, background and related research for hollow

spheres structures.

2. The generation of suitable finite element model for simulation general types of

hollow sphere structures and their corresponding unit cells.

3. Simulation in computer aided engineering software (finite element analysis

software) to evaluate macroscopic Young’s modulus of hollow sphere structure

and its corresponding unit cell. The simulation should cover two different

morphology (syntactic and partial) of one configuration (primitive cubic) for

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two different types of joining spheres (identical material for joint and sphere

and different materials for joint and sphere)

4. Evaluation of elastic properties like Young’s modules.

5. Documentation.

1.5 Significance of Study

The study introduces the finite element analysis method for demonstration the

difference of relative Young’s modulus for various types of unit cells by changing their

geometrical shapes and sizes. Then it compares the results with relative Young’s

modulus of the whole hollow sphere material. In other worlds, the research focused on

the difference between relative Young’s modulus of whole hollow spheres structure

and its corresponding unit cell for different configuration, joining techniques and

materials. In addition the research is conducted to find a general description model for

predicting relative Young’s modulus of every types of hollow sphere structures

disregarded to its basic material.

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