Eective Properties of Micro-Heterogeneous Materials

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    Effective Properties of Micro-HeterogeneousMaterials

    Regular Course in Summer Term 2011

    Lectures:Dr.-Ing. Daniel Balzani (V15 S06 D21)Dates:Tuesday 9:45 - 12:00, V15 S04 C57 (rotation with exercise)

    Exercises:Dr.-Ing. Daniel BalzaniDates:Tuesday 9:45 - 12:00, V15 S04 D22 (rotation with lecture)

    Examinations:seminar paper written with Latex (critical review on scientificpaper) and oral examination

    Course material: lecture notes and additional literature

    Moodle: all announcements (room changes, news, etc.) and all files required forthe exercises as well as the lecture notes are provided at moodle

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Preliminaries

    Who attended the modules...?

    Finite-Element-Method 1

    Continuum Mechanics

    Finite-Element-Method 2

    At which level are your programming skills?

    Matlab is required for the exercises, so please make sure before the first exercisethat you know about the basics of matlab

    Do you know Latex?

    Latex is a document language for the professional editing of scientific books,papers or reports.The seminar paper has to be written in Latex, thus, please make yourself familiarwith the basic structural elements and commands.

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Homogeneous Materials?

    Macroscale Mesoscale (Microscale) Microscale

    Usual procedure:

    1. Assume homogeneous material

    2. Perform (macroscopic) experiments to determine macroscopic material behavior3. Construct suitable constitutive law, e.g. Hooke ( =E)

    4. Calculate (macroscopic) structural problems

    Limitation: Usage of simple constitutive laws is not possible for all materialclasses ( anisotropy, damage evolution, plasticity, microscopic eigenstresses)

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    The Problem of Scales

    Macroscale Mesoscale Microscale Nanoscale

    Lengthscale:

    Timescale: days 106 sec 1014 sec

    meters m nmmm

    sec

    Systems material

    matrix-/Structuresinclusions

    grains

    crystals

    molecules

    atoms

    Focus in this course: Different lengthscales rather than timescales

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Nanoscale Problems

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Multiphase Steels

    Field of applications:

    light-weight constructions, bridge structures

    enhancement of crash safety

    Stonecutters Bridge Hong Kong

    Material behavior governed by complexcomposition of microstructure

    several phases: inclusion phases + matrix phase

    Ferritic-/perlitic steel Ferritic-/perlitic-/martensitic steel Ferritic-/martensitic steel (DP-steel)

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Analysis of a DP-steel/max[M]

    l/l0

    Martensite (M)

    Volfrac-computation ()

    DP-steelFerrite (F)

    1. Laboratory generation of pure ferritic and pure martensitic steel

    2. Mechanical testing (uniaxial tension) of individual phases

    3. Adjustment of a simple material law to experiments

    4. Identification of martensitic volume fraction (VM 0.2) and computation ofvolumetric average =VMM+ VFF (volfrac computation)

    Oversimplified volfrac-computation does not fit experiment of DP-steelc Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Polycrystalline materials

    Ferritic steel Damascus steel

    Micro-heterogeneities need not to be necessarily defined by the existence ofdifferent materials

    Polycrystals (as e.g. ferritic steels): different grains are characterized by differentcrystal orientations

    No matrix-inclusion microstructure

    Higher stiffness at grain boundaries leads to a grain size dependency of thematerial behavior

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Natural Material: Wood

    Composition:

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Human Bodies are Multiscale Systems

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Hierarchical Structure of Bones

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Histology of Arterial Walls

    Healthy elastic artery (Junqueira[1991]:

    Adventitia

    IntimaMedia

    Membrana

    elastica internaEndothel

    Collagen fibers:

    Differentiate two types of arteries:

    Elastic arteries (large diameter, located close to heart, e.g. aorta) Muscular arteries (located at periphery, e.g. cerebral arteries)

    Composition:

    Ground-substance

    Embedded fibers (collagen-/elastin fibers, smooth muscle cells)c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Reinforcing Collagen Fibers are Substructured

    (10 % of the length of Tropocollagen;

    columns overlaps

    microfibril

    Collagenfibril Collagenfiber

    Collagenfibers

    300 nm

    Tropocollagen

    bundle ofoverlaps

    light stripe)

    With columns(dark stripe,

    35 nm)

    67 nm

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Further Multiscale Engineering Materials

    Polymers:

    Glass-filled polymer Single polymer chains

    Engineering Composite Materials:

    Carbon-fiber tube Sandwich construction

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Simple Example for Scale-Bridging

    Attempt to explain linear elasticity based on the description of the atomic bonding

    Macroscopic observation:

    E

    At the macroscale many materials undergoing small deformations can bedescribed by Hookes law:

    =E

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Simple Model for Atomic Bindings

    Material constants (depending on kind of atoms): A and B

    The stiffness of the binding is then computed by

    S=dF

    dr

    Evaluation of stiffness at reference state leads to

    S0=dF

    dr

    r0

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Elasticity of a Crystal Lattice

    Body-Centered-Cubic (BCC)

    Face-Centered-Cubic (FCC)

    Hexagonal-Closest-Packing (HCP)

    Mechanical stress is computed by

    =N F =N S0(r r0)

    With N bindings/unit area

    N 1

    r20and by defining the strain

    =r r0

    r0

    we obtain the stresses

    1

    r

    2

    0

    S0 r0 =S0

    r0

    and the elasticity modulus yields

    ES0

    r0, attention: r0=f()

    Crystal materials behave linear elastic in the small strain domain!

    c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen

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    Micro-Structural AnalysisMicroscale

    Macroscale

    Real micro-heterogeneous

    material behavior

    Approximative homogeneous

    behavior at the macroscale

    Is it possible to find the properties of a homogeneous material that approximatesthe behavior of the original micro-heterogeneous case based on micro-mechanical

    considerations?c Dr.-Ing. Daniel Balzani, Institut fur Mechanik, Universitat Duisburg-Essen