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

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deformation vary. This dependency is summarized in a load–deformation diagram,

such as the one shown in Figure 17.3. The shape of the diagram depends

upon the particular material being considered.

Now consider an arbitrary value of load P 1 between zero and the maximum

value P. At the load P 1 , the deformation of the bar is δ 1 . From this state,

an additional load increment dP will produce an increment of deformation dδ.

During this incremental deformation, the load P 1 will also move, and in so

doing, it will perform work equal to dW = P 1 dδ. This work is shown in Figure 17.3

by the darkly shaded area beneath the load–deformation curve. The total work

done by the load as it increases in magnitude from zero to P can be determined

by summing together all such infinitely small increments:

W

=

δ

0

Pdδ

The shaded area underneath the load–deformation curve represents the total work

done. When the load–deformation diagram is linear (Figure 17.4), the work done

by P is

W

= 1 2

(17.1)

P

dP

P 1

P

O

δ 1

FIGURE 17.3 Load–deformation diagram.

P

δ

δ

which is simply the area under the diagram.

P

U= W=

1

2

Strain Energy

As external load P is applied to the bar, work is performed, and energy is expended. Since

this work is performed by an external load, it is typically referred to as external work. The

load causes the bar to deform, and in the process, it produces strains in the bar. The principle

of conservation of energy asserts that energy in a closed system is never created or destroyed;

rather, it is only transformed from one state to another. So, where does the energy expended

by the work of the external load P go? The answer is that it is transformed into internal energy

stored in the strains of the bar. The energy absorbed by the bar during the loading process is

termed strain energy. In other words, strain energy is the energy that is stored in a material

body as a consequence of the body’s deformation. Provided that no energy is lost in the form

of heat, the strain energy U is equal in magnitude to the external work W:

1

U = W = Pdδ

While external work may be either a positive or a negative quantity, strain energy is

always a positive quantity.

An examination of Equation (17.2) reveals that work and energy are expressed in

the same units—that is, the product of force and distance. In the SI, the unit of work

and energy is the joule (J), which is equal to 1 N ⋅ m. In U.S. customary units, work and

energy may be expressed in units of lb ⋅ ft., lb ⋅ in., kip ⋅ ft, or kip ⋅ in.

Because of its stored energy, the bar in Figure 17.2 is capable of doing work as

it returns to its undeformed configuration after the load is removed. If the elastic limit

is not exceeded, the bar will return to its original length. If the elastic limit is exceeded,

as illustrated in Figure 17.5, a residual strain will remain after the load is removed.

The total strain energy is always the area under the load–deformation curve (area

OABCDO); however, only the elastic strain energy (the triangular area BCD) can be

recovered. The other portion of the area under the curve (area OABDO) represents the

strain energy that is spent in permanently deforming the material. This energy dissipates

in the form of heat.

δ

0

(17.2)

P

O

O

δ

FIGURE 17.4 Linear load–

deformation diagram.

Strain energy is sometimes

referred to as internal work to

distinguish it from the external

work done by the load.

Inelastic strain

energy

A

D

FIGURE 17.5 Elastic and inelastic

strain energy.

C

B

δ

δ

Elastic strain

energy

717

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