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    Short Communication

    Notch root strain measurement of WE43 magnesium alloy using

    electronic speckle pattern interferometry

    Haw Ling Liewa, Judha Purbolaksonoa,*, Azmi Bin Ahmadb

    aDepartment of Engineering Design and Manufacture, Faculty of Engineering, University of Malaya,

    Lembah Pantai, 50603 Kuala Lumpur, Malaysia

    bDepartment of Mechanical Engineering, College of Engineering, Universiti Tenaga Nasional, ,

    Malaysia

    *Corresponding author. E-mail address: [email protected]

    Abstract

    The notch root elasto-plastic strain for circumferentially grooved round specimens of

    cast magnesium WE43-T6 was experimentally measured. Hexagonally close-packed

    magnesium has intrinsic limited ductility, and its potential implications on the validity

    of various rules for the prediction of maximum notch root strain such as Neubers and

    Glinkas motivate this work. The measurements were performed on circularly notched

    specimens with small radii of 1.6 mm and 0.8 mm; together with the opening angle of

    60, they are moderately deep and sharp. The technique of electronic speckle pattern

    interferometry (ESPI) is used with the objective of confirming its accuracy in

    measuring three dimensional surface deformations on large negatively curved

    manifolds. The measured nominal stress for rupture is well beyond the ultimate

    strength, this suggests the existence of significant biaxial stress at the notch root.

    Comparing to the results of finite element simulation, ESPI-based strain

    measurement on notch surfaces with negative Gaussian curvature is concluded to be

    accurate. Furthermore, we report on the distribution of the simulated plastic zone at

    the notch root.

    1. Introduction

    The interest for research and applications involving magnesium (Mg) and its alloys

    has been steadily increasing. This inexorable trend of magnesium toward a

    ubiquitous material is attributed to its high specific strength and promising potential

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    comparison to cubic materials [8], for example the elongation of WE43 is 7% at room

    temperature [2]. Notwithstanding the obvious sanguine proposition to employ

    Neubers and Glinkas for such materials, their validity have not being established;

    this work on notch root strain measurement is a first step toward this goal. In a

    broader sense, the accurate knowledge of strain field around the notch root may

    support the understanding, development, and evaluation of various analytical and

    empirical models for stress and strain distributions, see e.g. [9, 10]. In this report, we

    provide for the experimental measurement of the maximum strain for specimens of

    WE43-T6 magnesium alloy with moderately sharp notches. The strain measurement

    at the notch root is performed using ESPI, a non-contacting technique that is capable

    of resolving full field deformation of the order of sub-micrometer. Comparison with the

    results of finite element (FE) simulation is provided.

    2. Material and methods

    2.1 Specimen material and geometry

    The material used was cast magnesium WE43 with T6 treatment. Table 1 lists some

    of the mechanical properties from the material datasheet [2].

    Table 1. Mechanical properties of WE43-T6 [2].

    Modulus of elasticity (GPa) 44

    Poissons ratio 0.27

    Yield stress (0.2%) (MPa) 180

    Tensile strength (MPa) 250

    Elongation (%) 7

    Circumferentially notched round bar with radii of 1.6 mm and 0.8 mm as depicted in

    Fig. 1 were used in this study, the elastic stress concentration factors are =

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    1.94, 2.53 respectively from interpolation on nomographs in [11]. With an opening

    angle of 60, the depth (2 / ) for both notches is high at the value of 0.29. The

    sharpness ( / ) is moderate with value of 0.38 and 0.19 respectively for notch

    radius of 1.6 mm and 0.8 mm. These configurations are roughly drawn from ASTM

    E602 [12], and they are similar to those used in Zeng and Fatemi [7]. In relevance to

    the ESPI measurement described next, the grooved surfaces are curved with

    negative Gaussian curvatures of the order of 0.1mm.

    Fig 1. The geometry of the circularly notched specimens.

    2.2 EPSI strain measurement

    Electronic pattern speckle interferometry (see e.g. [13]), a non-contact and full-field

    three-dimensional surface deformation measurement technique, has recently evolved

    to the level of reliability and accuracy that meets the rigorous requirements of

    research standard. Full field displacement measurements, easy application for in-situ

    measurements, nonrequirement of fiducial marking, and displacement of sub-

    micrometer accuracy are some of the main features of this seemingly becoming

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    technique in experimental mechanics and material testing. We cite Bottlang et al. [14]

    for measurement of full field continuous strain distribution in a biological material with

    steep functionally graded stiffness, Tay et al. [15] for experimentally studying the

    plastic zone around the tip of a through thickness crack, and Cavaco [16] for using

    the theory of elasticity and ESPI-based measurement to develop a hybrid

    experimental theoretical technique for residual stress analysis.

    For measuring notch root strain of moderately sharp notches with small radii of

    curvature that implicate large strain gradient, the ESPI-based displacement

    measurement is advantageous: (1) As the displacement field is numerically

    differentiated to compute the strain field, the error is greatly amplified by

    measurement noise for instance the maximum accuracy when the fourth-order

    Richardson extrapolation is used is 10 for noise level of 10 [17]; (2) for notches

    with small radii of curvature, the conventional technique of strain gages is but very

    difficult and less accurate because of the gage length requirement [7].

    The 3D-ESPI System of Dantec Dynamics is the center piece of the instrumentation

    in our work, Fig 2 shows the set-up. The ESPI unit is attached to the crosshead of a

    tensile testing machine through a pulley system so that the position of the optical

    camera that capture images of the notch root could remain static relative to the notch

    root during the tensile testing. A built-in software, ISTRA, controls the sensor-head

    for alignment, and processes the images.

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    Fig 2. The set-up of the ESPI system.

    2.3 Finite element model

    Numerical simulation of the elasto-plastic strain behavior at the notch root of the

    notched WE43 magnesium specimen is performed using the finite element method

    via ANSYS. The finite element mesh of the physical domain is shown in Fig 3, and

    linear quadrilateral isoparametric element is used for the discretization. In order to

    minimize computational error due to the expected behavior of large strain gradient,

    the characteristic size of the element at the vicinity of the root is set to be 4 m;

    translating into 400 and 200 elements over respectively a length of the size of the

    notch radius of 1.6 and 0.8 mm. The material plasticity for stresses exceeding the

    yield stress is represented using a multi-linear uniaxial stress-strain constitutive

    relationship. We also assume a homogeneous and isotropic continuum material and

    microstructures such as grain size that becomes relevant at this length scale are

    ignored.

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    Fig 3. The finite element meshes for the axisymmetric circularly grooved specimens.

    3. Results and discussion

    The three dimensional full field axial strain contour on the grooved region obtained

    using the ESPI measurement system prior to rupture is shown in Fig 4. By averaging

    the surface strain on the circumference of the notch root, we obtained the uniaxial

    notch root strain; and this result is plotted in Fig 5 together with the prediction from

    the finite element simulation.

    The results of ESPI measurements of the notch root strains on both specimens, as

    plotted in Fig 5, agree very well with the strains computed using the finite element

    method over the elastic region. Deviation of the finite element results from the

    experimental measurement in the plastic zone is expected since the multi-linear

    uniaxial stress-strain relationship used in the simulation does not include the plane

    strain effects of the round bar specimen. Such deviation is also observed in Zeng and

    Fatemi [7]. The nominal stress for rupture is observed to be well beyond the ultimate

    strength listed in Table 1 when the area reduction factor of 2.03 at the notch root is

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    taken into account; this is due to the moderately sharp notch root that produces

    significant hoop stress.

    In the ESPI image for strain contour, several distinct color fringes are observed at the

    root, indicating that the axial strain is well resolved in both specimens. The anomaly

    of non-uniform root strain on the circumference observed in Fig 4(a) is likely due to a

    small offset in the alignment of the test specimen. This accidental imperfection in the

    set-up is not unbeneficial; for it is detected, and hence validating the sensitivity of this

    measurement system. The high degree of axisymmetry of the contour field also

    suggests that this technique is capable of measuring strain on curved surfaces; and

    the case in point are surfaces with negative Gaussian curvatures of the order of

    0.1mm.

    In Fig 6, the decomposition of the elastic strain and the plastic strain are shown.

    These strain fields correspond to the last three loading steps in the finite element

    simulation. The plane strain effect at the notch root is obvious, as the plastic zone

    remains small and localized for both specimens at a nominal stress of about 180

    MPa that corresponds to the yield stress for the nominal cross-section.

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    Fig 4. ESPI strain contour displaying full field axial strain on the specimen prior to

    rupture failure. (a) 1.6 mm notch, and (b) 0.8 mm notch.

    Fig 5. Notch root strains with uniaxial tensile loading. Three tests were conducted

    with each notched configuration. The last data point indicates state prior to rupture.

    Comparison with the finite element calculation is included.

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    Fig 6. The elastic and plastic strain fields simulated by the finite element method.

    The nominal stresses correspond to the last three load increment steps in the

    simulation.

    4. Conclusion

    The notch root strain measurement for cast magnesium WE43-T6 is reported for

    moderately deep and sharp notches. Three dimensional full field surface strain

    measurement at the notch with negative Gaussian curvature of the order of 0.1mm

    are obtained using the technique of ESPI. Finite element simulation confirms the

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    accuracy of ESPI, and the plane strain effect is found to be pronounced at these

    notch roots.

    Acknowledgment

    The third author is grateful for the access to the set-up of ESPI at UMIST,

    Manchester, UK. The corresponding author is funded by the UM-MOHE-HIR grant.

    References

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    4. Marrow TJ, Bin Ahmad A, Khan IN, Sim SMA, Torkamani S. Environment-

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    8. Avedesian M, Baker H. Magnesium and Magnesium Alloys ASM Speciality

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