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SGES 3371 STRUCTURAL GEOLOGY II

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... vorticity: measure of the degree of noncoaxiality descibe the rotation ... ? = (V Vo)/Vo or dV/Vo. V = final volume; Vo = initial volume, dV = volume change ... – PowerPoint PPT presentation

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Title: SGES 3371 STRUCTURAL GEOLOGY II


1
SGES 3371STRUCTURAL GEOLOGY II
2
Week 112D Strain Analysis I
3
DEFORMATION
  • Any change in shape, position or orientation of a
    body (displacements) resulting from the
    application of a differential stress
  • 4 components rotation, translation (change in
    position), dilation (change in size) strain
    (distortion)
  • Strain can be homogeneous or inhomogeneous
    (unequal distribution of strain)

4
  • Deformation
  • Rigid body deformation (rotation translation)
  • Non-rigid body deformation (strain dilation)
  • Difficult to determine the rotational,
    translational and dilational components of
    deformation (original position volume often
    unknown)
  • If we know the original shape of a body, the
    strain can be quantified

Original
5
  • Strain
  • Homogeneous
  • Heterogeneous

6
Homogeneous Strain
  • All points within the body undergone the same
    change in shape, volume or orientation (change in
    a regular uniform manner)
  • Must comply all the 3 conditions below
  • Originally straight lines remain straight
  • Originally parallel lines remain parallel
  • Circles become ellipses in 3D spheres become
    ellipsoids
  • If one or more conditions are not met ?
    heterogeneous strain
  • Heterogeneous strain leads to complex distorted
    forms
  • Heterogeneously strained body is more complex to
    describe, but is geologically more common
  • Heterogeneously strained region is analysed by
    dividing it into smaller locally homogeneous
    region (domain)
  • Homogeneity is scale dependent

7
Strain Ellipsoid
  • In homogeneously strained 3D body, there are gt 3
    lines of particles (material lines) that do not
    rotate relatively to each other (gt2 in 2D)
  • These material lines, which are mutually
    perpendicular are the principal strain axes of
    the strain ellipsoid
  • The principal strain axes are X, Y Z, where
    XgtYgtZ

8
Coaxial Noncoaxial Strain
  • All material lines except those parallel to the
    principal strain axes, rotate relative to each
    other
  • Noncoaxial strain the material lines are not the
    same throughout the strain history they may
    rotate relative to the finite strain axes at each
    incremental strain (aka rotational strain)
  • Coaxial strain if the material lines remain the
    principal strain axes at each incremental strain
    (aka non-rotational strain)

Noncoaxial Strain
Coaxial Strain
9
Pure Shear Simple Shear
  • Internal vorticity measure of the degree of
    noncoaxiality descibe the rotation of material
    lines with respect of the principal strain axes
  • If internal vorticity is zero, the strain history
    is coaxial and this is known as Pure Shear
  • If the distance prependicular to the shear plane
    remains the same and lines parallel to the shear
    plane remains parrallel, it is known as Simple
    Shear (eg. shearing of a deck of card)

Noncoaxial Strain Simple Shear
Coaxial Strain Pure Shear
10
Measurement of Strain
  • Longitudinal strain, elongation, e
  • Volumetric strain, ?
  • Angular shear, ?
  • Shear strain, ? tan ?
  • Stretch, s
  • Quadratic elongation, ?
  • Natural strain, e

11
Longitudinal strain
  • Change in length divided by the original length
  • Dimensionless quantity
  • Expressed by elongation, e
  • e (l lo)/lo or dl/lo
  • l final length, lo initial length, dl
    length change
  • Positive lengthening negative shortening

12
Stretch
  • Change in length can also be expressed as stretch
  • Stretch, s l/lo 1 e

13
Volumetric strain
  • Similar to longitudinal strain but in 3D
  • Also dimensionless quantity
  • Express by ?
  • ? (V Vo)/Vo or dV/Vo
  • V final volume Vo initial volume, dV
    volume change
  • Positive expansion negative contraction

14
Angular strain
  • Measured by the change in angle of 2 lines that
    were initially perpendicular
  • Change in angle angular shear, ?
  • Shear strain, ? tan ?
  • Shear strain is dimensionless

? greek letter psi
15
L-L perpendicular to W-W before
deformation Angular shear along L-L
-30 Angular shear along W-W 30
16
Shear Strain
  • Shear strain can be measured as a displacement
  • Shear strain, ? tan ? ?x/y

17
Strain Parameters A 6 B 3 ? 45 Sx 2
Sy 0.5 ?x 30 ?y -30
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