STABILITY OF FRAMED CIRCULAR CYLINDRICAL SHELLS DURING THE ACTION OF AXIAL COMPRESSION AND TRANSVERSE PRESSURE,

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Abstract:

One of the most important problems in the design of engineering structures is the determination of the carrying capacity of a structure. A component element of this problem is the calculation of critical stresses during the action of compressive loads. The present work, devoted to the stability of framed circular cylindrical shells, is the first of three articles, in which an attempt is made to solve the problem of calculation of the carrying capacity of the indicated structures.

Author(s):
Kan, S. N. ; Lipovskii, D. E.
Author Organization(s):
FOREIGN TECHNOLOGY DIV WRIGHT-PATTERSON AFB OHIO
Descriptive Note:
Memo. rept.
Annotation:
Translation of Russian research: Stability of framed circular cylindrical shells during the action of axial compression and transverse pressure.
Pagination:
0019

Security Markings

DOCUMENT & CONTEXTUAL SUMMARY

Distribution:
Approved For Public Release

RECORD

Collection: TR
Identifying Numbers
Report Number(s):
FTD-MT-63-289, TT-65-63130
Monitor Series:
65-63130
 Subject Terms
Communities of Interest:
No COI(s) Identified
Descriptor(s):
(*SHELLS(STRUCTURAL FORMS), STABILITY), (*CYLINDRICAL BODIES, SHELLS(STRUCTURAL FORMS)), STRESSES, PRESSURE, COMPRESSIVE PROPERTIES, USSR
Report Date:
1964 May 27