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LOCALIZED
BUCKLING OF TORISPHERICAL END CLOSURES UNDER INTERNAL PRESSURE
Tao Weiming
(Institute of Solid Mechanics,
Zhejang University, Hangzhou 310027)
Yang Yajun
(Department of Electromechanical
Engineering,Zhejiang University of Science and Technology,Hangzhou
310012)
Guo Yimu
(Institute of Solid Mechanics,
Zhejang University, Hangzhou 310027)
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Abstract: The localized plastic buckling occurred in the transition
region in the torispherical end closure of a pressure vessel is analyzed
by FEM. By introducing the initial geometrical imperfection, which is
determined from the elasto-static displacements, into the zone where it
is circumferentially compressed, the arc-length method RIKS procedure is
employed to simulate the deformation process during loading. The
buckling point is captured from the load-deflection curve of a typical
point within the buckled zone, and the corresponding buckling load is
calculated. The results show that the buckling load is quite sensitive
to the artificial geometrical imperfections. Furthermore, after the
first buckling initiated, the succeeding loading will lead to more
wrinkles within the compressive transition region. Additionally, the
case that with four distributed imperfections is also analyzed. It can
be seen that the interaction between the imperfections is very weak
before or even after the first buckling occurred, which means the
buckling is fairly localized.
Key
words: Pressure
vessel Elasto-plastic buckling Internal pressure
Finite element method
CLC No: TU311.2
TQ051.3
Received 20030609, received in revised form
20040308
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