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ORNL-1771 - Oak Ridge National Laboratory

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ANP QUARTfRLY PROGHESS REPORT<br />

As before, the stress ratio is independent of the<br />

diameter a of the piston rod. Since the piston rod<br />

is in compression, however, it should be made<br />

large enough to prevent buckling. The bleed lines<br />

shown in Figs. 7.4~ and b should be kept open<br />

during testing to assure that no pressure leaks<br />

from the large-diameter chamber to the smaller one.<br />

A test rig has been built that imposes the con-<br />

dition rrt/oa = no. Strain measurements made with a<br />

strain-gage bridge fastened to the gage area showed<br />

that the friction in the system was negligible and<br />

that the only active stress was tangential. A speci-<br />

men is now being tested at 1500°F under this stress<br />

cond it ion.<br />

There has been considerable speculation as to<br />

the possibility of a difference in the rote of cor-<br />

rosive attack of fused salts in contact with lnconel<br />

under tensile stresses as compared with lnconel in<br />

compression. In order to observe any difference, it<br />

is desirable that the compressive and tensile<br />

stresses be imposed on the same specimen and be<br />

of the same magnitude. One approach to this prob-<br />

lem is to test a specimen under pure bending con-<br />

ditions. This would ensure that the magnitude of<br />

the maximum tensile stress would always be equal<br />

to that of the maximum compressive stress during a<br />

given test. An apparatus which would produce this<br />

effect was also designed by Jordan, and a specimen<br />

is now being tested in o fused salt medium. A<br />

drawing of the specimen and the loading apparatus<br />

is presented in Fig. 7.5. If it is assumed that no<br />

friction occurs between pins C and D and the<br />

specimen, all the force P wi II be transmitted across<br />

section 1-1 by the link I_ and no axial force will<br />

exist in the specimen. Likewise, since link L is<br />

loaded axially, it cannot transmit any bending<br />

moment and therefore the specimen must resist any<br />

bending moment existing across section 1-1. The<br />

force in link L will be equal to P to satisfy the<br />

equilibrium of forces. The bending moment in the<br />

specimen will then be equal to the product of P and<br />

the horizontal distance between the centers of pins<br />

A and 6. In order to minimize variations inthe<br />

bending rrioment (and therefore stresses) in the<br />

specimen during a test, the horizontal distance<br />

between A and B should be held as nearly constant<br />

as possible. Since the specimen deformsunder load,<br />

the ends will rotate and some change in the distance<br />

AB must occur. In order to minimize the change,<br />

the pins A and B are placed with their centers<br />

slightly above and below, respectively, a horizontal<br />

116<br />

P<br />

SP<br />

UYCLASSIFIED<br />

<strong>ORNL</strong>-LR-DWG 2852<br />

SPECIMFN<br />

Fig. 7.5. Apparatus for Testing a Sheet Specimen<br />

Under Pure ending Cod it ions.<br />

diameter. This will allow some rotation to occur<br />

with very little change in the horizontal distance.<br />

The apparatus shown in Fig. 7.5 has been con-<br />

structed. Strain gages were placed on the tension<br />

and compression sides of a specimen, and load was<br />

applied. In the range of loads contemplated in a<br />

creep test, the tensile and compressive strains<br />

were essentially of the same magnitude; thus very<br />

little friction existed between the pins and the<br />

specimen.<br />

HIGH-CONDUCT IV ITY -F IN<br />

SODIUM-TO -AIR RAD !AT0 R<br />

Developmental work has continued on a sodium-<br />

to-air radiator with fins of a high-thermal-conductivity<br />

material. The developmental effort includes in-<br />

vestigations of materials with high thermal con-<br />

ductivity, the development and testing of brazing

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