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    tensor

    A generalization of a vector. Tensors originated in the 19th century as an abstract mathematical concept. A tensor is specified in terms of a set of coordinates, so that its form changes if a different set of mathematical coordinates is chosen. However, tensors have the property that any equation involving them that is true in one set of coordinates remains true when the equation is written in the same form in any other set of coordinates. A tensor can be thought of as providing information about the rate at which things are changing at a point.

    An ordinary vector can be described as a tensor of the first rank and a 2-dimensional matrix as a tensor of the second rank.


    A gentle introduction to tensors

    by Lillian R. Lieber from her book The Einstein Theory of Relativity [reproduced with permission; original easy-to-read layout retained]

    The reader is no doubt familiar
    with the words "scalar" and "vector."
    A scalar is a quantity which
    has magnitude only,
    whereas
    a vector has
    both magnitude and direction.

    Thus,
    if we say that
    the temperature at a certain place
    is 70° Fahrenheit,
    there is obviously NO DIRECTION
    to this temperature,
    and hence
    TEMPERATURE is a SCALAR.
    But
    if we say that
    an airplane has gone
    one hundred miles east,
    obviously its displacement
    from its original position
    is a VECTOR,
    whose MAGNITUDE is 100 miles,
    and whose DIRECTION is EAST.

    Similarly,
    a person's AGE is a SCALAR,
    whereas
    the VELOCITY with which an object moves
    is a VECTOR,
    and so on;
    the reader can easily
    find further examples
    of both scalars and vectors.

    We shall now discuss
    some quantities
    which come up in our experience
    and which are
    neither scalars nor vectors,
    but which are called
    TENSORS.
    And,
    when we have illustrated and defined these,
    we shall find that
    a SCALAR is a TENSOR whose RANK is ZERO,
    and
    a VECTOR is a TENSOR whose RANK is ONE,
    and we shall see what is meant by
    a TENSOR of RANK TWO, or THREE, etc.
    Thus "TENSOR" is a more inclusive term
    of which "SCALAR" and "VECTOR" are
    SPECIAL CASES.

    Before we discuss
    the physical meaning of
    a tensor of rank two,
    let us consider
    the following facts about vectors.

    Suppose that we have
    any vector, AB, in a plane,
    and suppose that
    we draw a pair of rectangular axes,
    X and Y,
    thus:

    tensor illustration

    Drop a perpendicular BC
    from B to the X-axis.
    Then we may say that
    AC is the X-component of AB;
    for,
    as we know from
    the elementary law of "The parallelogram of forces,"
    if a force AC acts on a particle
    and CB also acts on it,
    the resultant effect is the same
    as the of a force AB alone.
    And that is why
    AC and CB are called
    the "components" of AB.
    Of course if we had used
    the dotted lines as axes instead,
    the components of AB would now be AD and DB.
    In other words,
    the vector AB may be broken up
    into components
    in various ways,
    depending on our choice of axes.

    Similarly,
    if we use THREE axes in SPACE
    rather than two in a plane,
    we can break up a vector
    into THREE components
    as shown in the diagram below.

    tensor illustration

    By dropping the perpendicular BD
    from B to the XY-plane,
    and then drawing
    the perpendiculars DC and DE
    to the X and Y axes, respectively,
    we have the three components of AB,
    namely,
    AC, AE, and DB,
    and, as before,
    the components depend upon
    the particular choice of axes.

    Let us now illustrate
    the physical meaning
    of a tensor of rank two.

    Suppose we have a rod
    at every point of which
    there is a certain strain
    due to some force acting on it.
    As a rule the strain
    is not the same at all points,
    and, even at any given point,
    the train is not the same in
    all directions.
    Now, if the STRESS at the point A
    (that is, the FORCE causing the strain at A)
    is represented
    both in magnitude and direction
    by AB

    tensor illustration

    and if we are interested to know
    the effect of this force upon
    the surface CDEF (through A),
    we are obviously dealing
    with a situation which depends
    not on a SINGLE vector
    but on TWO vectors.
    Namely,
    one vector, AB,
    which represents the force in question,
    and another vector
    (call it AG),
    whose direction will indicate
    the ORIENTATION of this surface CDEF,
    and whose magnitude will represent
    the AREA of CDEF.

    In other words,
    the effect of a force upon a surface
    depends NOT ONLY on the force itself
    but ALSO on the
    size and orientation of the surface.

    Now, how can we indicate
    the orientation of a surface
    by a line?
    If we draw a line through A
    in the plane CDEF,
    obviously we can draw this line
    in many different directions,
    and there is no way
    of choosing any one of these
    to represent the orientation of this surface.
    BUT,
    if we take a line through A
    PERPENDICULAR to the plane CDEF,
    such a line is UNIQUE
    and CAN therefore be used
    to specify the orientation
    of the surface CDEF.
    Hence, if we draw a vector, AG,
    in a direction perpendicular to CDEF
    and of such a length that
    it represents the magnitude of
    the area of CDEF,
    then obviously
    this vector AG
    indicates clearly
    both the SIZE and ORIENTATION
    of the surface CDEF.

    Thus,
    the STRESS at A
    upon the surface CDEF
    depends upon the TWO vectors,
    AB and AG,
    and is called a TENSOR of RANK TWO.

    Let us now find a convenient way
    of representing this tensor.
    And, in order to do so,
    let us consider the stress, F,
    upon a small surface, dS,
    represented in the figure below
    by ABC (= dS).
    Now if OG, perpendicular to ABC,
    is the vector which represents
    the size and orientation of ABC,
    then,

    tensor illustration

    it is quite easy to see
    that the X-component of OG
    represents in magnitude and direction
    the projection OBC of ABC upon the YZ-plane.
    And similarly,
    the Y and Z components of OG
    represent the projections
    OAC and OAB, respectively.

    Now, if the force F,
    which is itself a vector,
    acts on ABC,
    we can examine its total effect
    by considering separately
    the effects of its three components
    fX, fY, and fZ
    upon EACH of the three projections
    OBC, OAC, and OAB.
    Let us designate these projections
    by dSX, dSY, and dSZ, respectively.

    Now,
    since fX
    (which is the X-component of F)
    acts upon EACH one of the three
    above-mentioned projections,
    let us designate the pressure
    due to this component alone
    upon the three projections
    by
    pXX, pXY, pXZ,
    respectively.
    We must emphasize
    the significance of this notation:
    In the first place,
    the reader must distinguish between
    the "pressure" on a surface
    and the "force" acting on the surface.
    The "pressure" is
    the FORCE PER UNIT AREA.
    So that
    the TOTAL FORCE is obtained by
    MULTIPLYING
    the PRESSURE by the AREA of the surface.
    Thus the product
    pXX.dSX
    gives the force acting upon
    the projection dSX
    due to the action of fX ALONE.
    Note the DOUBLE subscripts in
    pXX, pXY, pXZ :
    The first one obviously refers to the fact
    that
    these three pressures all emanate
    from the component fX alone;
    whereas,
    the second subscript designates
    the particular projection upon which
    the pressure acts.
    Thus pXY means
    the pressure due to fX
    upon the projection dSY,
    etc.
    It follows therefore that
    fX = pXX.dSX + pXY.dSY + pXZ.dSZ
    And, similarly,
    fY = pYX.dSX + pYY.dSY + pYZ.dSZ
    and
    fZ = pZX.dSX + pZY.dSY + pZZ.dSZ
    Hence the TOTAL STRESS, F,
    on the surface dS,
    is
    F = fX + fY + fZ
    or
    F = fX = pXX.dSX + pXY.dSY + pXZ.dSZ
        + fY = pYX.dSX + pYY.dSY + pYZ.dSZ
        + fZ = pZX.dSX + pZY.dSY + pZZ.dSZ
    Thus we see that
    stress is not just a vector,
    with three components in
    three-dimensional space
    but has NINE components
    in THREE-dimensional space.
    Such a quantity is called
    a TENSOR OF RANK TWO.

    It is obvious that
    if we were dealing with a plane
    instead of with
    three-dimensional space,
    a tensor of rank two would then have
    only FOUR components instead of nine,
    since each of the two vectors involved
    has only two components in a plane,
    and therefore,
    there would now be only
    2 × 2 components for the tensor
    instead of 3 × 3 as above.

    And, in general,
    if we are dealing with
    n-dimensional space,
    a tensor of rank two
    has n2 components
    which are therefore conveniently written
    in a SQUARE array
    as was done above.
    Whereas,
    in n-dimensional space,
    a VECTOR has only n components.
    Thus,
    a VECTOR in a PLANE
    has TWO components;
    in THREE-dimensional space it has
    THREE components,
    and so on.

    Hence,
    the components of a VECTOR
    are therefore written
    in a SINGLE ROW;
    instead of in a SQUARE ARRAY
    as in the case of a TENSOR of RANK TWO.

    Similarly,
    in n-dimensional space
    a TENSOR of rank THREE has n3 components,
    and so on.

    To sum up:

    In n-dimensional space,
    a VECTOR has n components,
    a TENSOR of rank TWO has n2 components,
    a TENSOR of rank THREE has n3 components,
    and so on.


    Related category

       • ALGEBRA





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