Geoscience Reference
In-Depth Information
x
δ
x
O L M
Strain
u
O L M
x + u
δ
x+
δ
When a body is subjected to stresses, the resulting deformations are called strains . Strain is
defined as the relative change (i.e., the fractional change) in the shape of the body. First,
consider a stress that acts in the x direction only on an elastic string (Fig. A2.2). The point L
on the string moves a distance u to point L after stretching, and point M moves a distance
u
Figure A2.2.
u to point M . The strain in the x direction, termed e xx ,isthen given by
+
change in length of LM
original length of LM
e xx =
L M
LM
=
LM
x
+
u
x
=
x
u
x
=
(A2.1)
In the limit when x 0, the strain at L is
u
x
(A2.2)
e xx =
To extend the analysis to two dimensions x and y ,wemust consider the deformation
undergone by a rectangle in the x y plane (Fig. A2.3).
y
Points L, M and N move to L ,M and N with coordinates
N'
L = ( x + u , y + v)
L = ( x , y ) ,
x
x
N
+
u
v
M'
M =
δ 2
M
=
( x
+
d x
,
y )
,
+
x
+
u
x
x
,
y
+
v
+
x
x
y
δ y
+
u
v
L '
δ
N =
1
N
=
( x
,
y
+
d y )
+
u
y
y
,
y
+
y
+
v
+
y
L δ x M
x
The strain in the x direction, e xx ,isgiven by
e xx =
change in length of LM
original length of LM
Figure A2.3.
x + u
x x x
=
x
u
=
(A2.3)
x
Likewise, the strain in the y direction is
change in length of LN
original length of LN
e yy =
v
y
(A2.4)
=
These are called the normal strains , the fractional changes in length along the x and y axes.
For three dimensions, e zz =
z is the third normal strain.
As well as changing size, the rectangle undergoes a change in shape (Fig. A2.3). The right
angle NLM is reduced by an amount
w
/∂
1 + 2 called the angle of shear ,where
1 + 2 =
v
x +
u
(A2.5)
y
(We assume that products of
x and so on are small enough to be ignored, which is
the basis of the theory of infinitesimal strain .) The quantity which measures the change in
u
/∂
x ,
v
/∂
 
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