<DOC>
<DOCNO>
938
</DOCNO>
<TITLE>
calculations for the stability of thin conical frustums
subjected to external uniform hydrostatic pressure
and axial loads .
</TITLE>
<AUTHOR>
seide,p.
</AUTHOR>
<BIBLIO>
j. ae. scs. 29, 1962, 951.
</BIBLIO>
<TEXT>
  calculations are presented for the problem of the stability of
conical shells subjected to combined external uniform hydrostatic
pressure and axial tension or compression .  stress interaction
curves are found to vary only slightly as a function of the
ratio of the end radii of the cone .
</TEXT>
</DOC>
