EQUILIBRIUM AND BUCKLING OF COMBINED SHELLS UNDER UNIFORM EXTERNAL PRESSURE

Abstract

Abstract: Nonlinear strain is used to formulate the energy functional of combined structure with several kind of shells. The nonlinear finite element method (N.F.E.M.) is proposed for calculating bending and buckling of the structure subjected to external hydrostatic pressure. The numerical results are found to be in good agreement with experimental ones.

Key words: bicrystal, tricrystal, stress field, rate dependent crystallographic finite element, slip system

Song Tian-xia;Qin Qing-hua. EQUILIBRIUM AND BUCKLING OF COMBINED SHELLS UNDER UNIFORM EXTERNAL PRESSURE. Applied Mathematics and Mechanics (English Edition), 1987, 8(1): 57-70.

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References

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