Analytical tripping loads for stiffened plates
By: by D.A. Danielson
Contributors: Naval Postgraduate School (U.S.). Dept. of Mathematics
Publisher: Naval Postgraduate School; Available from National Technical Information Service
Published: 1994
Place of publication: Monterey, Calif; Springfield, Va
Language: eng
Number of pages: 13
Subjects: BUCKLING; AXIAL LOADS
Other titles: NPS-MA-94-006.
Description: The subject of this paper is the buckling behavior of a rectangular plate, with parallel      thin-walled stiffeners attached to one side, subjected to a combination of axial compression,      lateral pressure, and bending moment. The plate is modeled by the Von Karman plate      equations and the stiffeners by a nonlinear beam theory recently derived. An analytical solution      is obtained for the buckling load corresponding to a torsional tripping mode of the stiffeners.      The effects of various boundary conditions, imperfections, and residual stress are included.      Buckling behavior, Axial compression, Von Karman plate equations, Rectangular tripping.
Notes: Cover title.

"NPS-MA-94-006."

"Technical report for period October 1993 - December 1993."

AD A284 368.

Includes bibliographical references (p. 12-13)

Item missing in circ. (32768003332933 c.1) 08/98 per fl. dk 11/4/98

aq/  /aq cc:9116 10/20/97