On the construction of a type of composite time integration methods

Abstract The paper provides the general construction principles of a type of composite time integration methods combining the trapezoidal rule (TR) and the backward differential formula (BDF) by discussing the effects of designable parameters on the properties of composite methods. The designable parameters include the number of sub-steps, the number of time difference points used in BDF and the methods used in sub-steps. Through respective changing these parameters, a series of novel composite time integration methods, such as T(2–5)BDF3 and OT3BDF4 and OTBDF3BDF methods etc., are constructed. It follows that increasing both the number of sub-steps and the number of time difference points can improve the low-frequency accuracy, and the composite methods with similar properties can be developed by using the same parameter optimization rules even though different methods are used in sub-steps. Linear and nonlinear numerical experiments are conducted to check the properties of the proposed methods through comparing with some of the existing composite time integration methods and validate the conclusions.

[1]  K. Bathe,et al.  The Bathe time integration method with controllable spectral radius: The ρ∞-Bathe method , 2019, Computers & Structures.

[2]  K. Bathe Finite Element Procedures , 1995 .

[3]  T. C. Fung,et al.  Unconditionally stable higher-order accurate collocation time-step integration algorithms for first-order equations , 2000 .

[4]  Yufeng Xing,et al.  Highly precise time integration method for linear structural dynamic analysis , 2018, International Journal for Numerical Methods in Engineering.

[5]  Klaus-Jürgen Bathe,et al.  Further insights into an implicit time integration scheme for structural dynamics , 2018, Computers & Structures.

[6]  K. Bathe,et al.  Insight into an implicit time integration scheme for structural dynamics , 2012 .

[7]  H. M. Zhang,et al.  Optimization of a class of composite method for structural dynamics , 2018, Computers & Structures.

[8]  Randolph E. Bank,et al.  Transient simulation of silicon devices and circuits , 1985, IEEE Transactions on Electron Devices.

[9]  Wooram Kim,et al.  An Improved Time Integration Algorithm: A Collocation Time Finite Element Approach , 2017 .

[10]  Mohammad Rezaiee-Pajand,et al.  A Mixed and Multi-Step Higher-Order Implicit Time Integration Family , 2010 .

[11]  Mohammad Rezaiee-Pajand,et al.  More accurate and stable time integration scheme , 2014, Engineering with Computers.

[12]  K. Bathe Conserving energy and momentum in nonlinear dynamics: A simple implicit time integration scheme , 2007 .

[13]  Javad Alamatian,et al.  Implicit Higher-Order Accuracy Method for Numerical Integration in Dynamic Analysis , 2008 .

[14]  Daining Fang,et al.  A novel sub-step composite implicit time integration scheme for structural dynamics , 2017 .

[15]  K. Bathe,et al.  On a composite implicit time integration procedure for nonlinear dynamics , 2005 .

[16]  K. Bathe,et al.  Performance of an implicit time integration scheme in the analysis of wave propagations , 2013 .

[17]  Mohammad Rezaiee-Pajand,et al.  Improving stability domains of the implicit higher order accuracy method , 2011 .

[18]  T. C. Fung,et al.  Solving initial value problems by differential quadrature method?part 2: second- and higher-order equations , 2001 .

[19]  Wooram Kim,et al.  An improved implicit time integration algorithm: The generalized composite time integration algorithm , 2018 .

[20]  S. M. Spottswood,et al.  A robust composite time integration scheme for snap-through problems , 2015 .

[21]  M. Crisfield,et al.  Energy‐conserving and decaying Algorithms in non‐linear structural dynamics , 1999 .

[22]  Wooram Kim,et al.  A New Family of Higher-Order Time Integration Algorithms for the Analysis of Structural Dynamics , 2017 .

[23]  K. Bathe,et al.  The Bathe time integration method revisited for prescribing desired numerical dissipation , 2019, Computers & Structures.

[24]  Ce Huang,et al.  A composite collocation method with low-period elongation for structural dynamics problems , 2018 .