eas4240_exam2_2009

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    EAS 4240 Aerospace Structural Composites Class ID: _______________

    Spring 2009 Exam 2

    Problem 1.1

    Some of the assumptions made in deriving the classical lamination theory are:

    Assumption Circle onea The plies used in fabricating the composite laminate should be as

    thin as 0.005 in (0.125 mm)True False

    b Thickness of any layer should be very small compared to the

    laminate thickness (hk

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    EAS 4240 Aerospace Structural Composites Class ID: _______________

    Spring 2009 Exam 2

    Problem 2: The through-the thickness distribution of the stress component xx in a two-layer laminate is shown below.

    Each layer has a thickness of 2 mm. Determine the force resultantNxand moment resultantMx.

    Layer 2

    Layer 1

    +300 MPa

    +100 MPa

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    EAS 4240 Aerospace Structural Composites Class ID: _______________

    Spring 2009 Exam 2

    Problem 3: A graphite/epoxy shaft in a pump is

    subjected to a state of stress given by

    0, 50, 000 MPax y xy T = = = where T

    is the torque in N-m. The fiber orientation

    is at 45o with respect to thex-axis.(a) Determine the maximum torque that can

    be applied according to Tsai-Hill

    Failure theory.

    (b) If the pump is reversed, then the torque

    is considered as negative and the

    stresses will be reversed. What is themaximum torque that can be applied in

    the reverse direction?

    The strength properties of the composite in

    MPa units are:

    1 1 2

    2 12

    1500, 1200, 50

    200, 100

    T C T

    C F

    = = =

    = =

    x

    y45o

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    EAS 4240 Aerospace Structural Composites Class ID: _______________

    Spring 2009 Exam 2

    Problem 4: A composite lamina is underuniaxial tension as shown in the figure below.

    Determine the maximum x that can be applied

    before failure according to:(a) Maximum stress theory;

    (b) Maximum strain theory.

    Elastic constants in GPa units are:

    1 2 12

    12 21

    200, 20, 10

    0.25, 0.025

    E E G

    = = =

    = =

    Strength properties in MPa units are:

    1 1 2

    2 12

    1500, 1200, 50

    200, 100

    T C T

    C F

    = = =

    = =