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

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σ θ dr ∆x

599

STRESSES IN THICk-wALLEd

CyLINdERS

a

b

p

O i

r

dr

z

y

O

θ

σ r·2r ∆x

r

(σ r +dσ r )·2(r +dr)∆x

σ θ

σ r

dr

σ r

σ θ

σ r

p o

FIGURE 14.9a Cross section of a

thick-walled cylinder.

σ θ dr ∆x

FIGURE 14.9b Free-body diagram exposing

circumferential and radial normal stress.

The resultant force in the z direction created by σ r + dσ r on the outer surface of the annular

element can be expressed as

π

∫ ( r + dr) ∆ x( σr + dσr)sin θdθ = ( σr + dσr)2( r + dr)

∆x

0

Note that the thickness dr of the annular element and the incremental radial stress dσ r are

independent of θ and are thus constants in this integration.

The circumferential normal stress σ θ acts on the exposed z surfaces (i.e., on the y axis)

at the top and bottom of the annular element. The area exposed at each of these sections is

dr ∆x. Since the thickness dr may be made infinitesimally small, σ θ may be considered

constant over the thickness of the element. Thus, the resultant force that is created by σ θ

acting in the z direction on each exposed surface is σ θ dr ∆x.

The sum of all forces in the z direction can be expressed as

∑ F = 2σ dr∆ x + σ ⋅2 r∆x − ( σ + dσ

)2( r + dr) ∆ x = 0

z θ

r r r

Since 2∆x appears in each term, it can be cancelled out. Further, the second-order term

dσ r dr is negligibly small. Therefore, the relationship between the radial and circumferential

stresses can be expressed as a function of the radius r as

Lamé Solution

dσr

σr

− σ θ

+ = 0

(14.12)

dr r

It is reasonable to assume that strains in the longitudinal direction (i.e., the x direction in

Figure 14.9b) of the thick-walled cylinder are equal. This means that plane transverse sections

which are flat and parallel before pressures p i and p o are applied remain flat and parallel

after the pressures are applied. This assumption will be true for at least a cylinder with

open ends, and it will also be nearly true for a closed cylinder at sections well removed

from the ends of the cylinder 1 .

1

Seely, Fred B., and James O. Smith. Advanced Mechanics of Materials, 2nd ed. (New York: John Wiley &

Sons, Inc., 1952.)

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