ORNL-1771 - Oak Ridge National Laboratory
ORNL-1771 - Oak Ridge National Laboratory
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