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ORNL-1771 - Oak Ridge National Laboratory

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AMP QUARTERLY PROGRESS REPORT<br />

studied include sodium silicate, silica, silicon<br />

nitride, and boric oxide.<br />

The fluoride-to-sodium intermediate heat ex-<br />

changer, which failed in a life test after 1680 hr of<br />

cyclic service in the temperature range 1080 to<br />

15OO0F, was examined, It is probable that the<br />

failures in the tube-to-header welds were caused<br />

by unequal thermal expansion, which caused stress<br />

concentration at the roots of the tube-to-header<br />

welds. These stresses, combined with expansion<br />

and contraction of the tubes, would tend to propa-<br />

gate cracks through the walls. These failures<br />

emphasize the extreme desirability of using back-<br />

brazing as a means of rniriirnizing the notch effect<br />

in tu be-to-header welds.<br />

STRESS-RUPTURE TESTS OF INCONEL<br />

R. B. Oliver<br />

D. A. Douglas<br />

J. H. DeVan<br />

J. W. Woods<br />

Metallurgy Division<br />

The tube-burst test for obtaining information on<br />

the stress-rupture properties of lnconel has been<br />

studied intensively. The stress pattern introduced<br />

into the specimen in this test simulates to some<br />

extent the stress pattern that will be present in<br />

circulating-fuel reactors. The test consists of<br />

stressing a closed-end tube with internal gas pres-<br />

sure. In tests of this type reported previously,' it<br />

WQS observed that lnconel specimens stressed in<br />

this manner showed less ductility and much shorter<br />

rupture life than the uniaxially stressed specimens,<br />

and therefore an intensive study of the multiaxial<br />

stress system was initiated. W. Jordan of the<br />

Mechanics Department of the University of Alabama<br />

is investigating this problem.<br />

Part of the investigation consists of a study of<br />

the theory of stresses in cylindrical pressure ves-<br />

sels, with particular attention to the variations in<br />

stresses calculated by the thin-wall formula vs the<br />

stresses determined by the niore exact Lame' theory.<br />

The stresses under discussion are those in the<br />

walls only, with no consideration given to the end<br />

closure shape, except that the ends are assumed to<br />

be completely closed. The three principal stresses<br />

at a given point are the radial stress (G), the tan-<br />

gential (hoop) stress (ut), and the longitudinal<br />

(axial) stress (uj. The theory of elasticity yields<br />

'R, €3. Oliver, B. A. Douglas, and J. W. Woods, ANP<br />

Qrtnr. Prog. Rep. ]me 10, 1954, <strong>ORNL</strong>-1729, p 89.<br />

112<br />

the following equations:<br />

(1 ) =<br />

2 2<br />

PIT2 - P OTO<br />

2 2<br />

to - r .<br />

2 2<br />

Tire ( p, *.. p )<br />

2 2<br />

r0 - r . '<br />

where r is the radial distance to the point at which<br />

the stress is desired, rz and ro are the internal and<br />

external radii, and pi and p, are the internal and<br />

external pressures. For the special case of the<br />

cylinder subjected to internal pressure only (p, =O),<br />

the equations reduce to:<br />

(4) u . = p . u - 0 ,<br />

YZ 70<br />

u . = u<br />

UZ<br />

r. 2<br />

a* = PI ___ I<br />

r2 - r2<br />

0 1<br />

where the additional subscripts i and o an the<br />

stress terms indicate stresses at the inner and<br />

outer surfaces, To simplify these equations for<br />

application to cylinders with thin walls, it is fre-<br />

quently assumed that the tangential stress does<br />

not vary across the wall of the vessel. This simpli-<br />

fication results in the following equations for in-<br />

ternal pressures only:<br />

(7)<br />

where the letter s is used to denote stress and I<br />

is the thickness of the wall (t = ro - r.). A simpli-<br />

fied expression for radial stress in thin-walled<br />

cylinders is not commonly used.

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