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- W2499600293 abstract "The modified differential quadrature method (DQM) and HDQM are used to perform geometric nonlinear analysis for rod and thin shallow shell. Different solution strategies are used to solve the nonlinear algebraic equations. Newton–Raphson method is used to obtain the load–displacement relations for the shallow shell under a uniformly distributed pressure and the buckling and postbuckling behavior of a rod sitting in a rigid cylinder. Small or large disturbances are used to obtain the lateral buckling mode and/or helical buckling mode of the rod. The method of the DQ-based time integration is used to perform geometric nonlinear analysis for thin beam under an axial compressive load. Numerical results show that the DQM (or HDQM) can yield accurate nonlinear solutions with relatively small number of grid points. One important finding is that a large disturbance should be used in order to get a helical buckling mode." @default.
- W2499600293 created "2016-08-23" @default.
- W2499600293 creator A5005801799 @default.
- W2499600293 date "2015-01-01" @default.
- W2499600293 modified "2023-10-17" @default.
- W2499600293 title "Geometric Nonlinear Analysis" @default.
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- W2499600293 doi "https://doi.org/10.1016/b978-0-12-803081-3.00009-7" @default.
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