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SGES 3371 STRUCTURAL GEOLOGY II

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x' = cos?x sin?y. y' = cos?y - sin?x. ? = 45 x' = Sxx; y' = Syy. Sx = 2; Sy = 0.5. x' = x y?x; y' = y. ?x = 30 ?x = 0.58 ... – PowerPoint PPT presentation

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Title: SGES 3371 STRUCTURAL GEOLOGY II


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SGES 3371STRUCTURAL GEOLOGY II
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x x A y y B A 6 B 3
x x y?x y y ?x 30 ?x 0.58
x cos?x sin?y y cos?y - sin?x ? 45
x x y y x?y ?y -30 ?y -0.58
x Sxx y Syy Sx 2 Sy 0.5
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2D Strain Analysis II - Mohr Circle
  • Fundamental Strain Equations
  • Can be used to determine the stretch and shear
    strain of any line of any orientation in a
    strained body, provided S1 and S3, as well as the
    angle ,?d between the line and S1 are known.
  • Quadratic elongation, ? (l/lo)2 S2
  • Reciprocal quadratic elongation, ? 1/ ? 1/S2
  • Ratio of shear strain to quadratic elongation (?/
    ?) is important as it describe the change in
    angle versus change in length.
  • The fundamental strain equations of Ramsay can be
    written as
  • ? 0.5(1/ ?3) (1/ ?1) 0.5(1/ ?3) -
    (1/ ?1) cos2?d
  • ?/? 0.5(1/ ?3) - (1/ ?1) sin2?d
  • where ? S2 along line L which makes an angle
    ?d with S1 ?1 greatest quadratic elongation
    S12 ?3 minimum quadratic elongation S32
  • ? shear strain

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  • Distortion of a circle. We can use the lines L
    and M to calculate the strain.
  • Assuming the diameter of original circle 1
    unit we can measure S1, S3 and ?d. S11.55 unit,
    S3 0.65 unit, ?d26.5
  • then ?1S122.4 ?3S320.42
  • ? 0.5(1/ ?3) (1/ ?1) 0.5(1/ ?3) - (1/
    ?1) cos2?d
  • 0.5(1/0.42)(1/2.4) 0.51/0.65
    1/2.4cos-53 0.81
  • ?/? 0.5(1/ ?3) - (1/ ?1) sin2?d
    0.51/0.42 1/2.4sin-53 -0.78
  • ? 1/ ? 1.2 S v? 1.1
  • ? -0.78x1.2 -0.94 angular shear, ?
    arctan-0.94 -43

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  • Fundamental strain equations can be represented
    graphically as a circle in the Mohr circle strain
    diagram.
  • It can be defined as a circle with radius 0.5(?3
    - ?1), centred on the x-axis at a distance of
    0.5(?3 ?1) from the origin.
  • The pair (?, ?/?) value and ? can be obtain for
    any line than make an angle ?d to the maximum
    finite stretch, S1.
  • In the example below ?d is counter-clockwise or
    negative.

0.5(?3 ?1)
2?d
?3
?1
?
0.5(?3 - ?1)
(?, ?/?)
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  • We use the values of the earlier example where
  • S11.55 unit, S3 0.65 unit, ?d26.5 then
    ?1S122.4 ?3S320.42
  • ?11/2.40.42 ?31/0.422.4 center of
    circle0.5(0.422.4) 1.41
  • From the perimeter of the circle, ?0.82 ?/?
    -0.78
  • Thus ? 1/0.82 1.2 Sv? v1.2 1.1 and ?
    -0.78x1.2 -0.94
  • ? arctan-0.94 -43 measured ? angle

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  • For objects such fossils that have undergone the
    same deformation, but have different angular
    relationship with S1, their (?, ?/?) will be
    plotted on the same Mohr strain circle.
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