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Studies on composite implicit time integration schemes for transient response analysis of a structural model

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Abstract

We investigated composite implicit time integration schemes for structural applications. An unconditionally stable, two-sub-step per time step, the Bathe scheme is analyzed. The transient response analysis of a one-dimensional linear model with step excitation is presented. In the conventional Bathe method, the first sub-step is based on the Newmark scheme with the trapezoidal rule with parameter control. The second sub-step employs a three-point Euler backward method. The modified Bathe method uses a three-point trapezoidal rule with two new Newmark parameters β1 and β2 for the second sub-step. In this contribution, we used both methods with a variable time splitting parameter to analyse numerical errors introduced during the time integration process. The response of a clamped-free rod with excitation force applied at free-end is presented with various time splitting ratios. The results are compared with the conventional Newmark method and suggest that the Bathe scheme with equal time sub-step is suitable for linear structural dynamic applications.

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