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

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y

y

π

2

γ xy

x

FIGURE 13.6a Positive shear

strain γ xy at origin.

π

2

FIGURE 13.6b Negative

shear strain γ xy at origin.

– γ xy

x

allow the determination of the shear strain γ nt associated with any two orthogonal lines

oriented in the n and t directions in the x–y plane. With these equations, the sign conventions

used in their development must be rigorously followed:

1. Normal strains that cause elongation are positive, and strains that cause contraction are

negative.

2. A positive shear strain decreases the angle between the two lines at the origin of coordinates

(Figure 13.6a). A negative shear strain increases the angle between the two lines

(Figure 13.6b).

3. Angles measured counterclockwise from the reference x axis are positive. Conversely,

angles measured clockwise from the reference x axis are negative.

4. The n–t–z axes have the same order as the x–y–z axes. Both sets of axes form a righthand

coordinate system.

ExAmpLE 13.1

An element of material at point O is subjected to a state of plane strain with the

strains specified as ε x = 600 µε, ε y = −300 µε, and γ xy = 400 µrad. The deflected

shape of the element subjected to these strains is shown. Determine the strains

acting at point O on an element that is rotated 40° counterclockwise from the

original position.

ε y dy

y

Plan the Solution

The strain transformation equations will be used to compute ε n , ε t , and γ nt .

SolutioN

The strain transformation equation

dy

O

π

– γ xy

2

dx

x

2 2

ε = ε cos θ + ε sin θ + γ sinθcosθ

(13.3)

n x y xy

ε x dx

will be used to compute the normal strains ε n and ε t . Since counterclockwise

angles are positive, the angle to be used in this instance is θ = 40°. First,

y

2 2

ε = (600)cos (40 ° ) + ( − 300)sin (40 ° ) + (400)sin(40 ° )cos(40 ° )

n

= 425 µε

Next, to compute the normal strain ε t , use an angle of θ = 40° + 90° = 130° in

Equation (13.3):

t

n

2 2

ε = (600)cos (130 ° ) + ( − 300)sin (130 ° ) + (400)sin(130 ° )cos(130 ° )

t

=− 125 µε

O

40°

x

545

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