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Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

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Next, the displacement vector AA′ will be resolved into components in the n and t directions.

Unit vectors in the n and t directions are

n = cosθi + sinθ j and t =− sinθi + cosθ

j

543

TRANSFORMATION EQuATIONS

FOR PLANE STRAIN

The displacement component in the n direction can be determined from the dot product:

AA′ i n = ( ε dx + γ dy)cosθ + ε dysinθ

(a)

x xy y

The displacement component in the t direction is

AA′ i t = ε dycos θ − ( ε dx + γ dy)sinθ

(b)

y x xy

The displacements in the n and t directions are shown in Figure 13.4b.

The displacement in the n direction represents the elongation of diagonal OA (see

Figure 13.3) due to the normal and shear strains ε x , ε y , and γ xy . The strain in the n direction

can be found by dividing the elongation given in Equation (a) by the initial length dn of the

diagonal:

ε

n

( εx dx + γ xydy)cosθ + εydysinθ

=

dn

⎛ dx dy ⎞ dy

= εx + γ xy cosθ εy

sinθ

dn dn⎠

⎟ +

dn

(c)

From Figure 13.3, dx/dn = cos θ and dy/dn = sin θ. By substituting these relationships into

Equation (c), the strain in the n direction can be expressed as

2 2

ε = ε cos θ + ε sin θ + γ sinθcosθ

(13.3)

n x y xy

Now recall the double-angle trigonometric identities:

2

1

cos θ = (1 + cos2 θ)

2

2

1

sin θ = (1 − cos2 θ)

2

2sinθcosθ = sin 2θ

From these identities, Equation (13.3) can also be expressed as

εx + εy εx − εy γ xy

εn

= + cos2θ

+

2 2

2 sin2 θ

(13.4)

Transformation Equation for Shear Strain

The component of the displacement vector AA′ in the t direction [Equation (b)] represents

an arc length through which the diagonal OA rotates. With this rotation angle denoted as α

(Figure 13.5a), the arc length associated with radius dn can be expressed as

αdn = ε dy cos θ − ( ε dx + γ dy)sinθ

y x xy

y

t

dy

dn

θ

dx

FIGURE 13.5a

α

α dn

A'

A

n

x

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