Theory of Stress and Strain

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Relation between stress and strain with few examples are summarized.

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-1

    EGM 5653

    CHAPTER 2

    Theories of Stress and Strain

    EGM 5653Advanced Mechanics of Materials

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-2

    EGM 5653

    Objectives

    Definition of stress/strain as tensortress/strain on ar!itrar" planes

    #rincipal $%antities& Mohr's circle in 2-D and 3-Dmall displacement theories

    train rosettes

    Sections

    2(1&2(2 tress Definition

    2(3 tress tranformation& 2() #rincipal $%anities

    2(5 E$%ili!ri%m e$%ation& 2(6 strain in an" direction

    2(* strain transformation& 2(+ strain theor"

    2(, train meas%rment

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-3

    EGM 5653

    2.1 Stress at a point

    -Lt

    A

    Ft

    A

    = =

    -

    NLtN NA

    Ft

    A

    = =

    -

    SLtS SA

    Ft

    A

    = =

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-)

    EGM 5653

    2.2 Stress Notation (Tensor)

    PA

    =

    xx xy xz

    xy yy yz

    xz yz zz

    T

    =

    Body force vector is

    & &x y zB B B

    P

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-5

    EGM 5653

    2.2 Alternate Stress Notation

    PA

    =

    xx xy xz

    xy yy yz

    xz yz zz

    T

    =

    xx xy xz

    xy yy yz

    xz yz zz

    T

    =

    11 12 13

    12 22 23

    23 23 33

    T

    =

    Dia.onal Normal

    0ff-dia.onal-hear

    En.( hear 2ensor hear

    P

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-6

    EGM 5653

    2.2 Stress on arbitrary planes

    PA

    =

    44 4 4cos cos cos

    44 4

    44 4x Y Z

    N i j k

    li mj nk

    N i N j N k

    = + +

    = + +

    = + +

    xx xy xz

    xy yy yz

    xz yz zz

    T

    =

    { } [ ]{ }t T N=tress on ar!itrar" plane is

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-*

    EGM 5653

    2.4 Stress Transformation (3-D to another 3-D)

    14e

    14e

    24e

    24e

    34e

    3

    4e

    Consider to s"stems

    { } { }1 2 3 1 2 3 & & and & &e e e e e e &

    { }ie is o!tained from { }ie%sin. a ri.id !od" rotation(

    7e are interested to relate the %nit vectors

    { }ie in from that of 6

    (

    1 11 1 21 2 31 3

    2 12 1 22 1 32 3

    3 13 1 23 1 33 3

    4 4 4 4

    4 4 4 4

    4 4 4 4

    e Q e Q e Q e

    e Q e Q e Q e

    e Q e Q e Q e

    = + +

    = + += + +

    7e can see that&

    4

    cos8 &

    4cos8 & 9

    9

    ij i j

    old

    Q e e

    new=

    =ransformation matri: component

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    Namas ChandraAdvanced Mechanics of Materials Chapter 2-+

    EGM 5653

    2.4 Stress Transformation (Vector)

    14e

    14e

    24e

    24e

    34e

    3

    4e

    &

    (

    ;ector from old to ne s"stem& = >

    i mi m

    T

    a Q a

    a Q a

    Q Q Qa a

    a Q Q Q a

    a aQ Q Q

    =

    =

    =

    142a e= Find in terms of