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MEK4540-2012-1.1 MEK4540 Komposittmaterialer og –konstruksjoner Composite materials and structures Innledning – materialer – ensrettede kompositter Introduction – materials – unidirectional composites

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  • MEK4540-2012-1.1

    MEK4540 Komposittmaterialer og konstruksjoner Composite materials and structures

    Innledning materialer ensrettede kompositter Introduction materials unidirectional composites

  • MEK4540-2012-1.2

    MEK4540 Teaching schedule Normally lectures will be on Wednesdays from 12.15-14.00 and

    practice sessions will be on Thursdays from 12.15-14.00.

    However, there will be several deviations from this:

    Lecture no. 2 will be held on Thursday 23.08.2012 in place of the practice session.

    There will be no lecture on Wednesday 29.08.2012.

    There will be a practice session on Thursday 30.08.2012.

    There will also be deviations in September and early October.

    The full schedule will be published within 1-2 days.

  • MEK4540-2012-1.3

    Preliminaries Language:

    PowerPoint presentations in English Text books in English Norwegian + English technical terms will be provided where possible Spoken language Norwegian or English Assignments (obligs) handed out in English Students may hand in solutions in English or Norwegian Written or oral examination in Norwegian or in English if requested

    Text books: Main text:

    B.D. Agarwal, L.J. Broutman and K. Chanrashekhara: Analysis and Performance of Fiber Composites, 3rd ed.

    Composite plates additional material: D. Zenkert and M. Battley: Foundations of Fibre Composites Ch. 5 and parts of Ch. 8 to be handed out

    Sandwich beams and plates: D. Zenkert: Introduction to Sandwich Construction (student edition KTH)

  • MEK4540-2012-1.4

    Course content Kursets innhold Introduction and definitions Component materials Unidirectional composites Orthotropic lamina (plies)

    and laminates Laminated plates (bending

    and buckling) Composites in ANSYS Sandwich materials Sandwich beams and plates Joints Short fibre composites Production methods Mechanical testing Design criteria and rules

    Innledning og definisjoner Materialkomponenter Ensrettede kompositter Ortotrope lag og laminater Laminerte plater (byning og

    knekning) Kompositter i ANSYS Sandwichmaterialer Sandwichbjelker og -plater Sammenfyninger Kortfiberkompositter Produksjonsmetoder Mekanisk prving Dimensjonering og regelverk

  • MEK4540-2012-1.5

    Definitions A composite material is a material that consists of one or more

    discontinuous components (particles/fibres/reinforcement) that are placed in a continuous medium (matrix)

    In a fibre composite the matrix binds together the fibres, transfers loads between the fibres and protects them from the environment and external damage.

    The fibres carry the loads.

  • MEK4540-2012-1.6

    Main classes

    Particulate composites Various geometrical shapes (cubes, spheres, flakes, etc.) Various materials (rubber, metal, plastics, etc.) Have generally low strength. Will not be treated further in this course.

    Fibre composites Discontinuous or Continuous

    See next slide for further divisions

  • MEK4540-2012-1.7

    Classification of composite materials From Agarwal, Broutman & Chanrashekhara

    and multi-layered composites having same properties in each layer

    Layers with different materials

  • MEK4540-2012-1.8

    Microscopy

  • MEK4540-2012-1.9

    Composites properties

    UD = unidirectional = ensrettet

    QI = quasi-isotropic

    = kvasi-isotrop

  • MEK4540-2012-1.10

    Applications

  • MEK4540-2012-1.11

    Offshore/subsea Tension leg, tether

    Riser

    Subsea protection cover

  • MEK4540-2012-1.12

    Offshore/subsea

  • MEK4540-2012-1.13

    Ships/boats

  • MEK4540-2012-1.14

    Naval ships

  • MEK4540-2012-1.15

    Sports and leisure equipment

  • MEK4540-2012-1.16

    Cars

  • MEK4540-2012-1.17

    Trains (Flytoget)

  • MEK4540-2012-1.18

    Aircraft

  • MEK4540-2012-1.19

    Composites in Airbus designs

    http://www.mscsoftware.com/events/vpd2007/emea/presentations/Session-2A-AIRBUS-Bold.pdf Source:

  • MEK4540-2012-1.20

    Composites in Airbus designs

    http://www.mscsoftware.com/events/vpd2007/emea/presentations/Session-2A-AIRBUS-Bold.pdf Source:

  • MEK4540-2012-1.21

    Materials in Boeing 787 Dreamliner

    http://www.boeing.com/commercial/aeromagazine/articles/qtr_4_06/article_04_2.html Source:

  • MEK4540-2012-1.22

    Aircraft development over the years

  • MEK4540-2012-1.23

    Wind energy

    The blades can be as long as 62 m

  • MEK4540-2012-1.24

    Buildings and bridges

  • MEK4540-2012-1.25

    British naval vessels in GRP

    HMS Wilton

    HMS Sandown

    GRP is used here for its non-magnetic properties

  • MEK4540-2012-1.26

    Sandown class mine-hunter

    Midship section

  • MEK4540-2012-1.27

    Sandwich catamarans (SES)

    Midship section

  • MEK4540-2012-1.28

    Visby Class Swedish Navy

    72 m long CFRP sandwich with PVC core

  • MEK4540-2012-1.29

    Materials glass fibres

    Types: E-glass (+ S-glass, C-glass and D-glass) Production method

    Spun from molten glass

    Properties Low cost Moderately high strength Low stiffness Low wear resistance Sensitive to moisture Sizing (coating / surface preparation): 2 types/purposes:

    To protect the fibres and keep them together during further processing (weaving etc.). Removed before use.

    To improve adhesion (also called coupling agents) organofunctional silanes

  • MEK4540-2012-1.30

    Materials carbon fibres Carbon and graphite fibres

    Graphite fibres: 99% Carbon Carbon fibres: 8095% Carbon

    Production Organic fibres: PAN, rayon and pitch Stretched and stabilised at 200C Pyrolysis at 1500C (inert atmosphere) Grafitisation at 3000C (inert atmosphere)

    strong covalent bonds in longitudinal direction of fibre.

    Important to note Carbon fibres can be of several types, with widely differing

    properties. Normally supplied with sizing for use with epoxy resins use

    with polyester and vinylester requires special sizing.

  • MEK4540-2012-1.31

    Materials other fibre types

    Aramid (Kevlar, Twaron) Aromatic polyamide Spun from solution in acid

    HPPE High performance polyethylene UHMW-PE ultra-high-molecular-weight polyethelene Spun from solution and then stretched Dyneema and Spectra Properties roughly similar to aramid

    Boron, SiC

  • MEK4540-2012-1.32

    Fibre properties

    Tensile modulus [GPa]

    Tensile strength [MPa]

    Tensile strain at failure [%]

    Density [g/cc]

    E-glass 72 2000 -2500 3 2.5

    High-stiffness carbon

    500-800 2100 0.9-1.8 2

    High-strength carbon

    250-350 3100-4500 0.3-0.4 1.8

    Kevlar 49 124 3600 1.4

    UHMWPE 118 2500 0.97

    NB: Carbon fibres are available with a wide range of properties!

  • MEK4540-2012-1.33

    Reinforcement architecture UD fabric or tape Multiaxial non-crimp knitted fabric

    straight fibres i layers with defined directions, stitched together

    Woven fabric fibres in 0/90 directions, not straight

    Chopped strand mat (CSM) short fibres randomly oriented

    Continuous strand mat long fibres randomly oriented

  • MEK4540-2012-1.34

    Matrix materials polymers

    Poly = many Mer = part

    E.g. polyethylene [- CH2 CH2 -]n

    Linear

    Branched

    Cross-linked

  • MEK4540-2012-1.35

    Matrix materials

    Thermoplastics Polyethylene (PE), polypropylene (PP) (=polyolefin), PMMA, PVC,

    PS, ABS, PC, POM, PET, TPU Linear or branched molecule chains (are not chemically bound to

    each other) Can be melted down and re-used

    Thermosets Polyester (unsaturated), Epoxy, Vinylester, Polyimide, Phenolic Cross linked chains are chemically bound to each other Cannot be melted down and re-used Supplied as prepolymer (resin) which hardens when initiator or

    hardener is added.

  • MEK4540-2012-1.36

    Polymer mechanical properties temperature dependence

    Thermoplastic, amorphous Linear or branched chains Transparent PS, PC, PMMA Can only be used at T

  • MEK4540-2012-1.37

    Unsaturated polyester Prepolymer: Linear chain dissolved in styrene

    Styrene participates in curing process and reduces viscosity Addition of inhibitors and accelerators

    Production of polyester resin Saturated dibasic acid

    Phthalic acid anhydride most used, cheapest Isophthalic acid Adipin acid flexibility

    Unsaturated dibasic acid Fumaric acid Maleic acid

    Glycol Propylene glycol most used Ethylene or diethylene glycol

    Curing: Styrene, retarded by inhibitor, addition of initiator results in cross linking

    Addition polymerisation, no by-products, EXOTHERM Styrene HMS for open processes

    Tighter cross-linking gives higher Tg, but a more brittle material

  • MEK4540-2012-1.38

    Epoxy

    Epoxy group Linear prepolymer (resin)

    Ordinary Epichlorohydrin + Bisphenol A = DGEBA Curing system cross-linking Polyamines cured at room temperature

    Curing by additive polymerisation no by-products Carboxyl acid anhydride cured at 100-180C

    Complex reaction gives (small amounts) H2O as by-product but high temperature expels water.

    Merkapto Low temperature, rapid curing

    Exotherm HMS - allergies

  • MEK4540-2012-1.39

    Vinylester

    Chemical structure resembles epoxy, but cured as polyester

    Prepolymer based on DGEBA + organic acid dissolved in styrene or other monomer

    Also found as rubber-modified vinylester with high strain to failure.

  • MEK4540-2012-1.40

    Properties of matrix materials

    Tensile modulus [Gpa]

    Tensile strength [MPa]

    Density [g/cc]

    Tmax [C]

    Polyester 2-4 30 - 100 1.3 40-90

    Vinylester 3.0-3.5 70 - 80 1.2 ~100

    Epoxy 3-4 50 - 130 1.2

    160

  • MEK4540-2012-1.41

    Properties of fibre composites

  • MEK4540-2012-1.42

    Properties of UD (uni-directional) composites

    Following must be studied: Fibre content by both volume and weight Stiffness

    E-modulus in both longitudinal and transverse directions G-modulus Poissons ratio

    Strength tension, compression, shear various directions

  • MEK4540-2012-1.43

    Nomenclature m matrix f fibre, reinforcement c composite 1 longitudinal direction 2 og 3 transverse direction 1,2,3 also denoted L,T,T

    Laminate composite built up from several layers,

    often with fibres in different directions UD ply layer with all fibres in same direction

    Properties are different in transverse and longitudinal directions

    UD composite all plies have same fibre direction Other possibilities:

    Layers with fibres in 2 perpendicular directions (e.g. woven fabrics) cross-ply

    Laminate with layers in several directions

    laminate

    ply

  • MEK4540-2012-1.44

    UD composites: Volume and weight fractions Ratio between amounts of fibre and matrix can be described by use of

    fibre volume fraction or fibre weight fraction

    Has importance for mechanical properties

    Volume fraction vc volume of composite vm volume of matrix vf volume of fibres Definition of volume fractions:

    mfc vvv +=

    c

    mm

    c

    ff v

    vV

    vv

    V ==

    Weight fraction wc weight of composite wm weight of matrix wf weight of fibres Definition of weight fractions:

    mfc www +=

    c

    mm

    c

    ff w

    wW

    ww

    W ==

  • MEK4540-2012-1.45

    Relationships between densities, volume and weight fractions

    Relationship between densities c , f , m

    => =>

    => =>

    Relationship between weight and volume fractions:

    mfc www +=

    mmffcc vvv +=

    f

    c

    f

    cc

    ff

    c

    ff Vv

    vww

    W

    ===

    m

    c

    mm VW

    =

    ct

    cectvV

    =

    c

    mm

    c

    ff v

    vV

    vv

    V ==

    c

    mm

    c

    ff w

    wW

    ww

    W ==

    mmff

    c

    mm

    c

    ffc

    VVvv

    vv

    +=

    +=

    m

    m

    f

    f

    c

    c www

    +=

    mmff

    m

    cm

    f

    cf

    c

    WW

    wwww

    +=

    +=1

    We have also the void fraction

    mfc vvv +=

  • MEK4540-2012-1.46

    Strength and stiffness in longitudinal (fibre) direction Assumptions:

    Fibres are uniform wrt. properties and diameter continuous and parallel through entire

    composite Perfect adhesion between matrix and fibres. Pf, Pm, Pc are the respective forces Af, Am, Ac are the respective areas Respective strains are equal,

    Then we have i.e.

    =>

    => since

    cmf ==

    mfc PPP +=

    mmffccc AAAP +==

    c

    mm

    c

    ffc A

    AAA

    +=

    c

    mm

    c

    ff A

    AV

    AA

    V == mmffc VV +=

  • MEK4540-2012-1.47

    Linear elastic case Differentiate wrt. strains:

    contributions from fibres and matrix are proportional to volume fractions.

    How much of the forces are taken up by the fibres?

    mmffc VEVEE +=

    c

    c

    m

    m

    f

    f

    EEE

    ==

    ( ) ( )fmmfmf

    mmff

    ff

    c

    f

    VVEEEE

    AAA

    PP

    +=

    +=

    cmf == =>

    m

    f

    m

    f

    mm

    ff

    m

    f

    VV

    EE

    AA

    PP

    ==

    =>

    c

    f

    c

    f

    m

    f

    m

    f

    EE

    EE

    ==

    => and

    and

    m

    mf

    fc Vd

    dV

    dd

    dd

    += =>

  • MEK4540-2012-1.48

    Non-linear elastic case Generally a composite deforms according to linear theory. The deformation sequence is as follows:

    1. Fibres and matrix undergo linear elastic deformation. Following still applies:

    2. Fibres deform linearly while matrix enters a non-linear phase:

    3. Both fibres and matrix deform non-linearly but following still applies:

    4. Fibres fracture, resulting in fracture of the composite.

    Several possible types of failure dependent on fibre fraction and fibre brittleness:

    mmffc VEVEE +=

    m

    m

    mffc Vd

    dVEE

    +=

    mmffc VV +=

  • MEK4540-2012-1.49

    To find Vmin we equate these, so that :

    Strength and stiffness in longitudinal direction (contd.) Vmin = min. fibre volume fraction for composite

    fracture to be determined by fibre fracture as opposed to matrix fracture

    For : fibre fracture => composite

    fracture because matrix cannot resist the load after fibres have failed. Then max. stress in composite is:

    For : fibre fracture does not give composite fracture beause matrix can still resist the load. We assume the fibres do not carry forces when . Then max. stress in composite is:

    minVV f >

    minVV f f

    ( ) ( )fmffucu VVf

    += 1

    ( )( )

    +

    =

    f

    f

    mmufu

    mmuV

    min

    ( )fmucu V= 1

    *

  • MEK4540-2012-1.50

    Strength and stiffness in longitudinal direction (contd.)

    gives composite strength that is lower than matrix strength mu, while

    can give either higher or lower.

    More useful to define volume fraction Vcrit that gives lower strength limit mu : i.e. ( ) ( ) mufmffucu VV

    f += 1

    ( )( )

    =

    f

    f

    mfu

    mmuV

    crit

    minVV f < minVV f >

    *