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    Optimization of composite bonded joints andrepairs

    Maria Victoria Castro FernndezEDAM focus area (MIT-Portugal)Faculty of Engineering, University of Porto

    Supervisor: Marcelo Moura

    Co-Supervisors: Antonio Torres Marques, Lucas Silva, Thomas Eager& Manuel Freitas

    EDAM Meeting FEUP

    Porto, March 16, 2011

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    Objectives

    The use of fracture mechanics in designing againstdamage propagation;

    Create methodologies to conduct bonded

    joints/repairs in structures of compositesmaterials;

    Development of systems to teach technicians and

    shop-floor workers how to optimize the costs andbonding performance in structures currently used

    in industry.

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    Assessed Needs

    Better understanding of bonded

    joints behavior, to develop anindustry with enough knowledge

    to design structures;

    Impact of the repairs and qualitycontrol in the durability of the

    blades;

    Critical costs when a wind turbinehas stop for maintenance.

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    Main Tasks

    Fatigue characterization of bonded joints

    Evaluation of geometrical changes effects on

    bonds fatigue strength

    Cost analysis

    Manufacture

    Non-destructive testing

    Durability

    Methodology Development

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    Time-line of the main tasks

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    FATIGUE CHARACTERIZATION

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    Main Tasks

    Fatigue characterization of bonded joints undermode I, mode II and mixed-mode loading:

    Mode I: DCB (Double Cantilever Beam)

    Mode II: ENF (End Notched Flexure)

    3 points Mixed mode: still define the possible test

    ELS-MM End Loaded Split for Mixed-Mode;

    SLB (Single-Leg Bending).

    Variables: Determination of Paris law parameters

    and fracture surfaces characterization.

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    Introduction

    Cyclical fatigue loading leads to failure even at small loads.

    For fatigue damage two approaches have been used extensively - stress-life andfatigue crack growth (FCG).

    The FCG method is the correlation between the rate of fatigue crack growth per

    cycle (da/dN) and the change of one fracture parameter (G Energy Release

    Rate) over the time.

    The Paris-Law is an empirical law.

    2

    1

    C

    I

    Ic

    GdaC

    dN G

    Paris-Law

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    Experimental tests

    The ASTM E 647 08 standard was used

    The tests were made with load control (constant

    amplitude loading).

    The load ratio (R) is 0.1 and the maximum load is50% of the average maximum static load.

    The main objective of these tests is to define the

    fatigue crack growth rate as a function of the

    (Gmax/Gic (i=I,II))

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    )1(' 2

    aa

    E

    EE

    E

    tha '634

    2

    222

    )1(22

    bEI

    aP

    da

    dC

    b

    PG

    I

    Data reduction scheme to evaluate GI =f(ae)

    Pirondismethod:

    CBBM:

    2 3

    1 2 3 4C A A a A a A a

    da

    dC

    b

    PG

    I

    2

    2

    ef ( )a C

    32

    3

    2221

    '

    2aaa

    bE

    t

    PC

    a

    Polynomial:

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    Experimental tests

    Double Cantilever Beam

    End-Notched Flexure

    Both tests have equivalent dimensions,

    because the Paris-law depends on the

    specimen geometry.

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    Specimens

    DCB

    L = 125 mm

    a0 = 45 mm b= 25 mm

    l3= 15 mm

    h = 2.7 mm

    ENF

    L = 125 mm

    a0

    = 45 mm

    b= 25 mm

    h = 2.7 mm

    The adhesive thickness is 0.2 mm

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    DCB Results

    y = 0.0156x2.9155R = 0.9446

    0.0001

    0.001

    0.01

    0.1 1

    dae/dN

    GImax/GIc

    dae/dN

    Power(dae/dN)

    100

    150

    200

    250

    300

    350

    400

    40 50 60 70 80

    G

    Imax

    (J/mm2)

    a (mm)

    G CBBM

    GmaxPirondi

    40

    80

    120

    1000 11000 21000 31000

    a(

    mm)

    N (nmero de ciclos)

    ae

    a medido

    0.0005

    0.005

    0.2

    da/d

    N

    GImax/GIc

    da/dN (Pirondi)

    dae/dN (CBBM)

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    DCB Results

    Ysec = 0,0196x3,2675R = 0,6644

    Ypol = 0,0055x2,29R = 0,8019

    0.0001

    0.001

    0.010.2

    dae

    /dN

    GImax/GIc

    Lei Geral (secante)

    Lei Geral (pol)

    Power (Lei Geral(secante))

    Power (Lei Geral(pol))

    General Law 0,0055 2,29Polynomial Method

    2

    1

    C

    I

    Ic

    GdaC

    dN G

    General Law 0.0196 3.26747Secant Method

    Paris law constants

    C1 C2

    1 0.0255 3.2702

    2 0.0156 2.9155

    3 0.1226 5.0217

    4 0.1837 4.9585

    5 0.0163 3.62376 0.014 2.7019

    C1 C2

    1 0,0078 2,3391

    2 0,0048 2,161

    3 0,0059 2,4042

    40,0063 2,0792

    5 0,007 3,0529

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    ENF Results

    A Matlab program was made to calculate the

    displacement, the load and the compliance of the

    specimen by using the real time acquisition data

    of the MTS machine.

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    ENF Results

    0

    0.5

    1

    1.5

    2

    2.5

    3

    0

    0.001

    0.002

    0.003

    0.004

    0.005

    0.006

    0.007

    0 50000 100000 150000

    G

    ii

    C

    N (Number of Cycles)

    C

    G CBBM

    -1200

    -1000

    -800

    -600

    -400

    -200

    049 49.5 50 50.5 51 51.5 52 52.5

    Load(N)

    Time (s)

    y = 0.0686x2.9697R = 0.6022

    y = 0.2242x3.804R = 0.7765

    y = 0.0344x3.0875R = 0.8856

    0.00001

    0.0001

    0.001

    0.01

    0.1

    11.00E-01 1.00E+00

    dae/dN

    Giimax/Giic

    Specimen 1

    Specimen 2

    Spec. 1 Pol. Method

    Power (Specimen 1)

    Power (Specimen 2)

    Power (Spec. 1 Pol.Method)

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    INTRODUCTION TO THE WINDINDUSTRY

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    Wind Industry

    There some projects to develop more efficient methods to

    build the eolic blades.The demand for blades has become larger in the last

    years.

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    Blades

    1

    2

    3

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    BLADES

    All the structure is bonded.

    The adhesive joints are critical points in the bladestructure;

    The repairs are performed by bonding patches

    Fatigue behavior is crucial in these structures

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    COSTS ANALYSIS

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    Manufacturing

    Manufacturing costs and weight saving:

    In 8 ton, 1 ton approximately is from the adhesive.

    Durability:

    Less maintenance of the blades in situ.

    Quality of the bonded joints:

    Infrared (IR) scanning

    Ultrasounds

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    Manufacture

    i) Make an impact evaluation of the adhesive cost in the

    cost of the blade Variables: costs involved in manufacturing the blade and costs

    involved in the bonding.

    ii) Optimization of the bonding process by reducing the

    time, raw materials and costs

    Variables: Time of bonding and amount of adhesive used.

    iii) Quantify the costs reduction and the impact in the

    cost of the blade Variables: costs related to the improvements proposed in ii).

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    Non-Destructive testing

    Define the most appropriate methodology for the

    quality control of the blades, the costs ofimplementing this technology and the

    advantages.

    Variables: most important parameters, costs ofimplementing the selected technology and the main

    advantages.

    Possible methodologies to define the technology:

    SWOT analysis

    Weight matrix for the most important parameters.

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    Methodology Development

    Develop a cost-effective bonded process for

    implementation in the wind energy industry.

    Variables: create a methodology to manufacture blades with

    optimized bonded joints.

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    Conclusions