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01 Introduksi Material Komposit

Aug 07, 2018

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    MMF410803 Material

    Komposit (2sks)

    Prof. Dr. Ir. Anne Zulfia MSc

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    Pengenalan

    Komposit SecaraUmum

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    The world of materials

    PE, PP, PCPA (Nylon)

    Polymers,elastomers

    Butyl rubberNeoprene

    Polymer foamsMetal foams

    FoamsCeramic foams

    Glass foams

    Woods

    Naturalmaterials

    Natural fibres:Hemp, Flax,

    Cotton

    GFRPCFRP

    CompositesKFRP

    Plywood

    Alumina

    Si-Carbide

    Ceramics,glasses

    Soda-glassPyrex

    SteelsCast ironsAl-alloys

    MetalsCu-alloysNi-alloysTi-alloys

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    Pengertian Komposit

    Komposit merupakan kombinasi dari duamaterial atau lebih yang memiliki fasayang berbeda menjadi suatu material baru

    yang memiliki properti lebih baik darikeduanya.

    Jika kombinasi ini terjadi dalam skalamakroskopis maka disebut sebagai

    komposit.

    Jika kombinasi ini terjadi secaramikoroskopis (molekular level) maka

    disebut sebagai alloy atau paduan.

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    Two types of composites are:

    Fiber Reinforced

    Composites

    Particle Reinforced

    Composites

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    Particle reinforced composites support higher tensile,

    compressive and shear stresses.

    Figure 1. Examples for particle-reinforced composites.

    (Spheroidized steel and automobile

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    The following are some of the reasonswhy composites are selected for certainapplications:

    High strength to weight ratio (low density high tensile

    strength)

    High creep resistance

    High tensile strength at elevated temperatures

    High toughness

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    Examples of Composites• Natural

    –Wood

    • flexible cellulose fibers held together with

    stiff lignin

    –Bone

    • strong protein collagen and hard, brittleapatite

    • Artificial (man-made)

    – constituent phases are chemicallydistinct

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    Definitions

    • Composites often have only twophases

    • Matrix phase

    – continuous - surrounds other phase

    • Dispersed phase

    –discontinuous phase

    Matrix (light)

    Dispersed phase (dark)

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    Introduction

    • Engineering applications often require unusualcombinations of properties

    – esp. aerospace, underwater, and

    transportation– can’t be achieved with a single material

    – e.g. - aerospace requires strong, stiff, light,and abrasion resistant material

    • most strong, stiff materials are denseand heavy

    • most light materials are not abrasionresistant

    • Solution is in composite materials

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    Examples of Composites• Natural

    –Wood

    • flexible cellulose fibers held together with

    stiff lignin

    –Bone

    • strong protein collagen and hard, brittleapatite

    • Artificial (man-made)

    – constituent phases are chemicallydistinct

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    Figure 16.1 Some examples of composite materials: (a)plywood is a laminar composite of layers of wood veneer, (b)fiberglass is a fiber-reinforced composite containing stiff,strong glass fibers in a softer polymer matrix (  175), and(c) concrete is a particulate composite containing coarsesand or gravel in a cement matrix (reduced 50%).

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    Properties of CompositesDependent on:

    • constituent phases

    • relative amounts• geometry of dispersed phase

    – shape of particles

    –particle size–particle distribution

    –particle orientation

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    Composite Parameters

    For a given matrix/dispersedphase system:

    • Concentration

    • Size

    • Shape

    • Distribution

    • Orientation

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    Concentration

    SizeShape

    Distribution Orientation

    Parameters

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    Classification of ArtificialComposites

    Composites

    Particulate   Fiber Structural

    Continuous Discontinuous

    Laminates SandwichPanels

    LargeParticle

    DispersionStrengthened

     Aligned Random

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    Particle-ReinforcedComposites

    • Divided into two classes

    – (based on strengthening mechanism)

    • Large particle

    – interaction between particles and matrix arenot on the atomic or molecular level

    – particle/matrix interface strength is critical

    • Dispersion strengthened

    – 0.01-0.1 mm particles

    – inhibit dislocation motion

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    Large Particle CompositesExamples:

    • Some polymers with added fillers arereally large particle composites

    • Concrete (cement with sand orgravel)

    – cement is matrix, sand is particulate

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    Large Particle CompositesDesired Characteristics

    • Particles should be approximatelyequiaxed

    • Particles should be small and evenlydistributed

    • Volume fraction dependent ondesired properties

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    Large-Particle CompositeMaterials

    • All three material types

    –metals, ceramics, and polymers

    • CERMET (ceramic-metal composite)

    – cemented carbide (WC, TiC embeddedin Cu or Ni)

    – cutting tools (ceramic hard particles to

    cut, but a ductile metal matrix towithstand stresses)

    – large volume fractions are used (up to

    90%!)

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    Large Particle CompositesConcrete

    • Concrete is not cement)

    –Concrete is the composite of cementand an aggregate (fine sand or coarse

    gravel)• Reinforced concrete

    –a composite (large particle composite) -

    with a matrix which is a composite– steel rods, wires, bars (rebar,

    sometimes stretched elastically whileconcrete dries to put system in

    compression)

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    Dispersion StrengthenedComposites

    • Metals and metal alloys– hardened by uniform dispersion of fine particles of a

    very hard material (usually ceramic)

    • Strengthening occurs through theinteractions of dislocations and theparticulates

    • Examples• Thoria in Ni

    • Al/Al2O3 sintered aluminum powder SAP

    • GP zones in Al

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    CERMET Cutting Tool

    Light phase - Matrix (Cobalt)

    Dark phase- Particulate (WC)

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    Figure 16.7 Microstructure of analuminum casting alloy reinforced with

    silicon carbide particles. In this case, thereinforcing particles have segregated tointerdendritic regions of the casting(  125). (Courtesy of David Kennedy,Lester B. Knight Cost Metals Inc .)

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    Klasifikasi Komposit

    Komposit

    Partikel Fiber Struktural

    Continuous Discontinuous

    Laminates SandwichPanels

    LargeParticle

    DispersionStrengthened

     Aligned Random

    Berdasarkan Bentuk dari Reinforcementnya

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    Fiber sebagai reinforced

    Fiber yang digunakan harus:

    • Mempunyai diameter yang lebihkecil dari diameter bulknya(matriksnya) namun harus lebihkuat dari bulknya

    • Harus mempunyai tensile strengthyang tinggi

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    Figure 16.18 Photomicrographs of two fiber-reinforcedcomposites: (a) In Borsic fiber-reinforced aluminum, the fibersare composed of a thick layer of boron deposited on a small-

    diameter tungsten filament (  1000). (From Metals Handbook,

     American Society for Metals, Vol. 9, 9th Ed., 1985 .) (b) In thismicrostructure of a ceramic-fiber–ceramic-matrix composite,silicon carbide fibers are used to reinforce a silicon nitridematrix. The SiC fiber is vapor-deposited on a small carbon

    precursor filament ( 

    125). (Courtesy of Dr. R.T. Bhatt, NASA

    Lewis Research Center .)

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    Matriks yang dipadukan dengan fiber

    berfungsi sebagai :• Penjepit fiber

    • Melindungi fiber dari kerusakanpermukaan

    • Pemisah antara fiber dan juga mencegahtimbulnya perambatan crack dari suatufiber ke fiber lain

    • Berfungsi sebagai medium dimanaeksternal stress yang diaplikasikan kekomposit, ditransmisikan dandidistribusikan ke fiber.

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    Matriks yang digunakan harus :

    • Ductility tinggi• Memiliki modulus elastisitans lebih

    rendah daripada fiber

    • Mempunyai ikatan yang bagusantara matriks dan fiber

    • Biasanya secara umum yang

    digunakan adalah polimer dan logam

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    a. Short(discontinuous) fiber reinforced composites

     Aligned Random

    b. Continuous fiber (long fiber) reinforced composites

    Fib bi

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    Fiber yang biasadigunakan antara lain :

    Fibers – Glass– Sangat umun digunakan, karena murah

    sering digunakan untuk reinforcementdalam matrik polimer

    – Komposisi umum adalah 50–

    60 % SiO2dan paduan lain yaitu Al, Ca, Mg, Na, dll.– Moisture dapat mengurangi kekuatan dari

    glass fiber– Glass fiber sangat rentan mengalami

    static fatik– Biasanya digunakan untuk: piping, tanks,boats, alat-alat olah raga

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    Sifat-Sifatnya• Densitynya cukup rendah ( sekitar 2.55g/cc)

    • Tensile strengthnya cukup tinggi (sekitar1.8 GPa)

    • Biasanya stiffnessnya rendah (70GPa)• Stabilitas dimensinya baik• Resisten terhadap panas

    • Resisten terhadap dingin• Tahan korosi

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    Keuntungan :

    • Biaya murah

    • Tahan korosi• Biayanya relative lebih rendah dari komposit

    lainnya

    Kerugian

    • Kekuatannya relative rendah

    • Elongasi tinggi

    • Keuatan dan beratnya sedang(moderate)

    Jenis-jenisnya antara lain :

    – E-Glass - electrical, cheaper

    – S-Glass - high strength

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    Fibers - Aramid (kevlar, Twaron)

    Biasanya digunakan untuk : Armor,protective clothing, industrial,sporting goods

    Keuntungan :kekutannya cukuptinggi, dan lebih ductile dari carbon

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    Carbon Fibers

    • Densitaskarbon cukup ringan yaitu sekitar 2.3g/cc

    • Struktur grafit yang digunakan untuk membuatfiber berbentuk seperti kristal intan.

    • Karakteristik komposit dengan serat karbon :– ringan;

    – kekuatan yang sangat tinggi;– kekakuan (modulus elastisitas) tinggi.

    • Diproduksi dari poliakrilonitril (PAN), melalui tigatahap proses :

    • Stabilisasi = peregangan dan oksidasi;

    • Karbonisasi= pemanasan untuk mengurangi O, H, N;

    • Grafitisasi = meningkatkan modulus elastisitas.

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    Pengaruh Orientasi Fiber

    • Parameter Fiber– arrangement with respect to each other

    – distribution

    – concentration

    • Orientasi Fiber– parallel to each other

    – totally random– some combination

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    Flat flakes sebagai penguat (Flake

    composites)

    Fillers sebagai penguat (Filler composites)

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    Specific Material Properties:Bila dibandingkan dengan engineering materials yang lain,

    FRPs sangat competitive ditinjau dari beratnya

    Tensile

    Strength

    s

    (Mpa)

    Stiffness

    (Gpa)

    Mild Steel

    Aluminium

     Nylon

    ConcreteRandom Fibre FRP

    Alligned Fibre FRP

    (Load // Fibres)

    (Load Fibres)

    Specific

    Stiffness

    E/   r 

    Specific

    Strength

    s /   r 

    Density

     r 

    (kg/m3)

    7800

    2700

    1100

    24001800

    1600

    1600

    208

    70

    2.5

    4020

    200

    3

    400

    200

    80

    20300

    1500

    50

    1

    0.97

    0.09

    0.630.42

    4.69

    0.07

    1

    1.44

    1.42

    0.163.25

    18.3

    0.61

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    Fiber Material Properties

    Steel: density (Fe) = 7.87 g/cc; TS=0.380 GPa; Modulus=207 GPa

    Al: density=2.71 g/cc; TS=0.035 GPa; Modulus=69 GPa

    b S h

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    Fiber Strength

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    Structurtal Composite

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    ©2003 Brooks/Cole, a division of Thomson Learning, Inc. Thomson Learning™

    is a trademark used herein under license.

    Figure 16.12 (a) Tapes containing aligned fibers can be joined to produce a multi-layered different orientations toproduce a quasi-isotropic composite. In this case, a0°/+45°/90° composite is formed.

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    ©2003 Brooks/Cole, a division of Thomson Learning, Inc. Thomson Learning™

    is a trademark used herein under license.

    Figure 16.13 A three-dimensional weave for fiber-reinforced composites.