Zhao Qi, Ye Tianqi. The Adaptive Parameter Incremental Method for The Analysis of Snapping Prohlem[J]. Applied Mathematics and Mechanics, 1995, 16(9): 791-797.
Citation: Zhao Qi, Ye Tianqi. The Adaptive Parameter Incremental Method for The Analysis of Snapping Prohlem[J]. Applied Mathematics and Mechanics, 1995, 16(9): 791-797.

The Adaptive Parameter Incremental Method for The Analysis of Snapping Prohlem

  • Received Date: 1994-10-10
  • Publish Date: 1995-09-15
  • By the improvement of Riks' and Crisfield's arc-length method,the adaptive parameter incremental method is preasted for predicting the snapping response of structures. Its justification is fulfilled. Finally,the effectiveness of this method is demonstrated by solving the snapping response of spherical caps subjected to centrally distributed pressures.
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  • [1]
    E. Riks. An incremental approach to the solution of snapping and buckling problems, Int. J. Solids Structures, 5(1979), 529-551.
    [2]
    E. Riks, Some computational aspects of the stability analysis of nonlinear structures, Comput. Myths. Appl. Mech. Engrgt.,47(1984), 219-259.
    [3]
    M A Crisfield, A fact incremental iterative solution procedure that handles snapthrough, Computers and Structures, 13(1981),55-62.
    [4]
    Zhao Qi and T. Q. Yeh, The large deflection of spherical caps under centrally distributed pressures, 7th Braazilian Symposium on Piping and Pressure Vessels Florianpolis, 07-09 De Outubro De(1992).
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