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MEMS Test Working Group

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MEMS 5-in-1 RM Slide Set #4 Reference Materials 8096 and 8097 The MEMS 5-in-1 Test Chips Residual Strain Measurements Physical Measurement Laboratory – PowerPoint PPT presentation

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Title: MEMS Test Working Group


1
MEMS 5-in-1 RM Slide Set 4
Reference Materials 8096 and 8097 The MEMS 5-in-1
Test Chips Residual Strain Measurements
Physical Measurement Laboratory Semiconductor
and Dimensional Metrology Division Nanoscale
Metrology Group MEMS Measurement Science and
Standards Project
2
List of MEMS 5-in-1 RM Slide Sets
Slide Set Title of Slide Set
1 OVERVIEW OF THE MEMS 5-IN-1 RMs
2 PRELIMINARY DETAILS
THE MEASUREMENTS
3 Youngs modulus measurements
4 Residual strain measurements
5 Strain gradient measurements
6 Step height measurements
7 In-plane length measurements
8 Residual stress and stress gradient calculations
9 Thickness measurements (for RM 8096)
10 Thickness measurements (for RM 8097)
11 REMAINING DETAILS
3
Outline for Residual Strain Measurements
1 References to consult
2 Residual strain a. Overview b. Equation used c. Data sheet uncertainty equations d. ROI uncertainty equation
3 Location of fixed-fixed beam on RM a. For RM 8096 b. For RM 8097
4 Fixed-fixed beam a. For RM 8096 b. For RM 8097
5 Calibration procedure
6 Measurement procedure
7 Using the data sheet
8 Using the MEMS 5-in-1 to verify measurements
4
1. References to Consult
  • Overview
  • 1. J. Cassard, J. Geist, and J. Kramar,
    Reference Materials 8096 and 8097 The
    Microelectromechanical Systems 5-in-1 Reference
    Materials Homogeneous and Stable,
    More-Than-Moore Issue of ECS Transactions, Vol.
    61, May 2014.
  • 2. J. Cassard, J. Geist, C. McGray, R. A. Allen,
    M. Afridi, B. Nablo, M. Gaitan, and D. G. Seiler,
    The MEMS 5-in-1 Test Chips (Reference Materials
    8096 and 8097), Frontiers of Characterization
    and Metrology for Nanoelectronics 2013, NIST,
    Gaithersburg, MD, March 25-28, 2013, pp. 179-182.
  • 3. J. Cassard, J. Geist, M. Gaitan, and D. G.
    Seiler, The MEMS 5-in-1 Reference Materials (RM
    8096 and 8097), Proceedings of the 2012
    International Conference on Microelectronic Test
    Structures, ICMTS 2012, San Diego, CA, pp.
    211-216, March 21, 2012.
  • Users guide (Section 3, pp. 51-75)
  • 4. J.M. Cassard, J. Geist, T.V. Vorburger, D.T.
    Read, M. Gaitan, and D.G. Seiler, Standard
    Reference Materials Users Guide for RM 8096
    and 8097 The MEMS 5-in-1, 2013 Edition, NIST SP
    260-177, February 2013 (http//dx.doi.org/10.6028/
    NIST.SP.260-177).
  • Standard
  • 5. ASTM E 2245-11e1, Standard Test Method for
    Residual Strain Measurements of Thin, Reflecting
    Films Using an Optical Interferometer, September
    2013. (Visit http//www.astm.org for ordering
    information.)
  • Fabrication
  • 6. The RM 8096 chips were fabricated through
    MOSIS on the 1.5 µm On Semiconductor (formerly
    AMIS) CMOS process. The URL for the MOSIS
    website is http//www.mosis.com. The
    bulk-micromachining was performed at NIST.
  • 7. The RM 8097 chips were fabricated at MEMSCAP
    using MUMPs-Plus! (PolyMUMPs with a backside
    etch). The URL for the MEMSCAP website is
    http//www.memscap.com.
  • Miscellaneous
  • 8. J. C. Marshall, MEMS Length and Strain
    Measurements Using an Optical Interferometer,
    NISTIR 6779, National Institute of Standards and
    Technology, August 2001.

5
2a. Residual Strain Overview
  • Definition The amount of deformation (or
    displacement) per unit length constrained within
    the structural layer after fabrication and before
    the constraint of the sacrificial layer (or
    substrate) is removed
  • Purpose To measure the strain present in parts
    of a microsystem before they relax after the
    removal of the stiff oxides that surround them
    during manufacturing
  • Test structure Fixed-fixed beam
  • Instrument Interferometric microscope (or
    comparable instrument)
  • Method The curved length of the fixed-fixed
    beam is determined from five data points
    extracted from one data trace along the length of
    the fixed-fixed beam. The in-plane length of the
    fixed-fixed beam is also measured. The residual
    strain for the data trace is calculated given
    these measurements and taking into account offset
    and misalignment. The residual strain is the
    average of the residual strain values obtained
    from multiple data traces.

6
2b. Residual Strain Equation
(for one trace)
where
  • where
  • ?r residual strain
  • ?rt residual strain obtained from trace t
  • ??rcorrection relative residual strain
    correction term
  • L in-plane length of fixed-fixed beam
  • L0 length of the fixed-fixed beam when no
    applied axial-
  • compressive forces
  • Lc length of the curved fixed-fixed beam
  • Le' effective length of the fixed-fixed beam
  • t thickness

7
2c. Data Sheet Uncertainty Equations
  • Residual strain combined standard uncertainty,
    uc?r, equation
  • where
  • uW due to variations across the width of
    the fixed-fixed beam
  • uL due to measurement uncertainty of L
  • uzres due to the resolution in the
    z-direction of the interferometer
  • uxcal due to the calibration uncertainty in
    the x-direction
  • uxres due to the resolution in the
    x-direction of the interferometer as
  • pertains to the five data points chosen along
    the beam
  • uRave due to the samples surface roughness
  • unoise due to interferometric noise
  • ucert due to the uncertainty of the value
    of the step height standard
  • used for calibration
  • urepeat(shs) due to the repeatability of
    measurements taken on the step
  • height standard

8
2c. Data Sheet Uncertainty Equations
  • Continued.
  • where
  • udrift due to the amount of drift during
    the data session
  • ulinear due to the deviation from linearity
    of the data scan
  • ucorrection due to the uncertainty of the
    correction term
  • urepeat(samp) due to the repeatability of
    similar residual strain measurements
  • The data sheet (DS) expanded uncertainty equation
    is
  • where k2 is used to approximate a 95
    level of confidence.

9
2c. Data Sheet Uncertainty Equations
where
Effective value for RM 8096 due to 1. Debris in
the attachment corners 2. Undercutting of the
beam 3. Multiple SiO2 layers
  • Effective value for RM 8097 due to
  • Kinks in cantilevers
  • Undercutting of the beam
  • Non-rigid support

10
2d. ROI Uncertainty Equation
  • UROI expanded uncertainty recorded on the
    Report
  • of Investigation (ROI)
  • UDS expanded uncertainty as obtained
    from the
  • data sheet (DS)
  • Ustability stability expanded
    uncertainty

11
3. Location of Fixed-Fixed Beam on RM Chip (The
2 Types of Chips)
  • RM 8097
  • Fabricated using a polysilicon multi-user
    surface-micromachining MEMS process with a
    backside etch
  • Material properties of the first or second
    polysilicon layer are reported
  • Chip dimensions
  • 1 cm x 1 cm
  • RM 8096
  • Fabricated on a multi-user 1.5 µm CMOS
    process followed by a bulk-micromachining etch
  • Material properties of the composite oxide layer
    are reported
  • Chip dimensions
  • 4600 µm x 4700 µm

Lot 95
Lot 98
12
3a. Location of Fixed-Fixed Beam on RM 8096
For RM 8096
Structural layer composite oxide
Wffb (µm) 40
Lffb (µm) 200, 248, 300, 348, and 400
t (µm) 2.743
Orientation 0º
Quantity of beams 3 of each length (or 15 beams)
Top view of a fixed-fixed beam
Locate the fixed-fixed beam in this group given
the information on the NIST-supplied data sheet
12
13
3b. Location of Fixed-Fixed Beam on RM 8097
For RM 8097
Structural layer poly1 or poly2
Wffb (µm) 16
Lffb (µm) 400, 450, 500, 550, 600, 650, 700, 750, and 800
t (µm) 2.0 (for poly1) and 1.5 (for poly2)
Orientation 0º (for poly1 and poly2) and 90º (for poly1)
Quantity of beams 3 of each length and each orientation (or 54 poly1 and 27 poly2 beams)
Lot 95
Lot 98
Top view of two fixed-fixed beams
Locate the fixed-fixed beam in this group given
the information on the NIST-supplied data sheet
14
4a. Fixed-Fixed Beam (For RM 8096)
Top view of a fixed-fixed beam
15
4b. Fixed-Fixed Beam (For RM 8097)
These tabs are not present in the residual
strain group on Lot 98. (The original intent was
to keep the same anchor designs as used in the
Youngs modulus group, but these tabs make it
more difficult to locate traces a', a, e, and e'.)

Top view of a p2 fixed-fixed beam (Lot 95)
Data along Trace a', a, e, or e'
16
5. Calibration Procedure
  • Calibrate instrument in the z-direction
  • As specified for step-height calibrations
  • Calibrate instrument in the x- and y-directions
  • As specified for in-plane length calibrations

17
6. Measurement Procedure
  • Seven 2D data traces are extracted from a 3D data
    set
  • For Traces a?, a, e, and e?
  • Enter into the data sheet
  • The uncalibrated values (x1uppert and x2uppert)
    for Edge 1 and Edge 2
  • To find xupper
  • The x value that most appropriately locates the
    upper corner of the transitional edge is called
    xupper or x1uppera for Edge 1 with Trace a
  • The values for n1t and n2t
  • The maximum uncertainty associated with the
    identification of xupper is ntxrescalx
  • If it is easy to identify one point, nt 1
  • For a less obvious point that locates the upper
    corner, nt gt 1
  • The uncalibrated values for ya? and ye?
  • Determine the uncalibrated endpoints

t indicates the data trace (e.g., a?, a, e, or e?)
xres uncalibrated resolution in x-direction
18
6. Measurement Procedure (continued)
  • Determine the misalignment angle, ?
  • Use the two outermost data traces (a? and e?)

if , then
and
and if ,
then and
19
6. Measurement Procedure (continued)
  • For Traces b, c, and d
  • Eliminate the data values at both ends of the
  • trace (i.e., less than x1ave and greater than
  • x2ave)
  • Divide the remaining data into two data sets
  • Choose 3 representative data points
  • (sufficiently separated) within each data set.
  • Enter into the data sheet five points
  • (x1F, z1F), (x2F, z2F),
  • (x3F, z3F) (x1S, z1S),
  • (x2S, z2S), (x3S, z3S)
  • x1F is slightly larger than x1ave
  • (x2F, z2F) is located near an inflection point
  • (x3F, z3F) (x1S, z1S)
  • x3F is at or near the x-value with the max or min
    y-value
  • (x2S, z2S) is located near an inflection point

20
6. Measurement Procedure (continued)
  • Account for the misalignment angle, ?, and the
    x-calibration factor
  • The v-axis is used to measure the length of the
    beam
  • x1ave, x1F, x2F, x3F x1S, x2S, x3S, and x2ave
  • become f, g, h, i, j, k, and l, respectively,
    along the v-axis

fx1avecalx g(x1Fcalx?f)cos?f h(x2Fcalx?f)cos?
f i(x3Fcalx?f)cos?f j(x2Scalx?f)cos?f k(x3Sca
lx?f)cos?f l(x2avecalx?f)cos?f
  • LLalign Loffset l f Loffset
  • Endpoints v1end f Loffset/2
  • v2end l Loffset/2

21
6. Measurement Procedure (continued)
  • Two cosine functions are used to model the
    out-of-plane shape of the beam to obtain the
    curved length, Lc
  • Plot the data with the model using the following
    equations
  • If the data doesnt match the plot, try one or
    more different data points

where v1end lt v lt i
To find w1F, consult ASTM E 2245 s 1 (for
downward bending beams) s ?1 (for upward
bending beams)
where i lt v lt v2end
To find w3S, consult ASTM E 2245
22
6. Measurement Procedure (continued)
(for one trace)
where
  • Consult the reference (NISTIR 6779) for a
    derivation.

23
7. Using the Data Sheet
  • Find Data Sheet RS.3
  • On the MEMS Calculator website (Standard
    Reference Database 166) accessible via the NIST
    Data Gateway (http//srdata.nist.gov/gateway/)
    with the keyword MEMS Calculator
  • Note the symbol next to this data sheet.
    This symbol denotes items used with the MEMS
    5-in-1 RMs.
  • Using Data Sheet RS.3
  • Click Reset this form
  • Supply INPUTS to Tables 1 through 5
  • Click Calculate and Verify
  • At the bottom of the data sheet, make sure all
    the pertinent boxes say ok. If a pertinent box
    says wait, address the issue and recalculate.
  • Compare both the inputs and outputs with the
    NIST-supplied values

24
8. Using the MEMS 5-in-1To Verify Residual
Strain Measurements
  • If your criterion for acceptance is
  • where
  • D?r positive difference between the residual
    strain value
  • of the customer, ?r(customer), and that
    appearing on the
  • ROI, ?r
  • U?r(customer) residual strain expanded
    uncertainty of the customer
  • U?r residual strain expanded uncertainty on the
    ROI, UROI
  • Then can assume measuring residual strain
    according to ASTM E2245 according to your
    criterion for acceptance if
  • Criteria above satisfied and
  • No pertinent wait statements at the bottom of
    your Data Sheet RS.3
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