Abstract
A new family of explicit integration algorithms is developed based on discrete control theory for solving the dynamic equations of motion. The proposed algorithms are explicit for both displacement and velocity and require no factorisation of the damping matrix and the stiffness matrix. Therefore, for a system with nonlinear damping and stiffness, the proposed algorithms are more efficient than the common explicit algorithms that provide only explicit displacement. Accuracy and stability properties of the proposed algorithms are analysed theoretically and verified numerically. Certain subfamilies are found to be unconditionally stable for any system state (linear elastic, stiffness softening or stiffness hardening) that may occur in earthquake engineering of a practical structure. With dual explicit expression and excellent stability property, the proposed family of algorithms can potentially solve complicated nonlinear dynamic problems.
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Hussein, B., Negrut, D., Shabana, A.A.: Implicit and explicit integration in the solution of the absolute nodal coordinate differential/algebraic equations. Nonlinear Dyn. 54(4), 283–296 (2008)
Newmark, N.M.: A method of computation for structural dynamics. J. Eng. Mech. Div. ASCE 85(3), 67–94 (1959)
Wilson, E.L.: A computer program for the dynamic stress analysis of underground structures. Report UC SESM 68–1. University California, Berkeley (1968)
Hilber, H.M., Hughes, T.J., Taylor, R.L.: Improved numerical dissipation for time integration algorithms in structural dynamics. Earthq. Eng. Struct. D 5(3), 283–292 (1977)
Wood, W., Bossak, M., Zienkiewicz, O.: An alpha modification of Newmark’s method. Int. J. Numer. Methods Eng. 15(10), 1562–1566 (1980)
Smolinski, P.: Subcycling integration with non-integer time steps for structural dynamics problems. Comput. Struct. 59(2), 273–281 (1996)
Fung, T.: Higher-order accurate time-step-integration algorithms by post-integration techniques. Int. J. Numer. Methods Eng. 53(5), 1175–1193 (2002)
Chang, S.Y.: Explicit pseudodynamic algorithm with unconditional stability. J. Eng. Mech. ASCE 128, 935 (2002)
Chang, S.Y.: An explicit method with improved stability property. Int. J. Numer. Methods Eng. 77(8), 1100–1120 (2009)
Chang, S.Y., Yang, Y.S., Hsu, C.W.: A family of explicit algorithms for general pseudodynamic testing. Earthq. Eng. Eng. Vib. 10(1), 51–64 (2011)
Chen, C., Ricles, J.M.: Development of direct integration algorithms for structural dynamics using discrete control theory. J. Eng. Mech. ASCE 134, 676 (2008)
Dong, X.M., Yu, M., Liao, C.R., Chen, W.M.: Comparative research on semi-active control strategies for magneto-rheological suspension. Nonlinear Dyn. 59(3), 433–453 (2010)
Guo, P., Lang, Z., Peng, Z.: Analysis and design of the force and displacement transmissibility of nonlinear viscous damper based vibration isolation systems. Nonlinear Dyn. 67(4), 2671–2687 (2012)
Hughes, T.J.: The Finite Element Method: Linear Static and Dynamic Finite Element Analysis. Prentice Hall, Upper Saddle River (1987)
Wang, J.T., Zhang, C.H., Du, X.L.: An explicit integration scheme for solving dynamic problems of solid and porous media. J. Earthq. Eng. 12(2), 293–311 (2008)
Rezaiee, Pajand M., Sarafrazi, S.R., Hashemian, M.: Improving stability domains of the implicit higher order accuracy method. Int. J. Numer. Methods Eng. 88(9), 880–896 (2011)
Franklin, G.F., Powell, J.D., Emami Naeini, A.: Feedback Control of Dynamic Systems. Prentice Hall, Upper Saddle River (2002)
Ramirez, M.R.: The numerical transfer function for time integration analysis. Proceedings of New Methods in Transient Analysis, ASME, New York, PVP, vol. 246, pp. 79–85 (1992)
Mugan, A., Hulbert, G.: Frequency-domain analysis of time-integration methods for semidiscrete finite element equations, part I: parabolic problems. Int. J. Numer. Methods Eng. 51(3), 333–350 (2001)
Mugan, A., Hulbert, G.M.: Frequency-domain analysis of time-integration methods for semidiscrete finite element equations, part II: hyperbolic and parabolic–hyperbolic problems. Int. J. Numer. Methods Eng. 51(3), 351–376 (2001)
Chen, C., Ricles, J.M.: Stability analysis of direct integration algorithms applied to nonlinear structural dynamics. J. Eng. Mech. ASCE 134, 703 (2008)
Chen, C., Ricles, J.M.: Stability analysis of direct integration algorithms applied to MDOF nonlinear structural dynamics. J. Eng. Mech. ASCE 136, 485 (2010)
Ogata, K.: Discrete-Time Control Systems. Prentice Hall, Upper Saddle River (1995)
Chopra, A.K., Naeim, F.: Dynamics of Structures: Theory and Applications to Earthquake Engineering. Prentice Hall, Upper Saddle River (2007)
Bathe, K.J., Wilson, E.L.: Numerical Methods in Finite Element Analysis. Prentice Hall, Upper Saddle River (1976)
MathWorks, Inc.: Matlab, 2006b. MathWorks, Inc., Natick, MA (2006)
Wereley, N.M., Pang, L., Kamath, G.M.: Idealized hysteresis modeling of electrorheological and magnetorheological dampers. J. Intell. Mater. Syst. Struct. 9(8), 642–649 (1998)
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This research is financially supported by the National Natural Science Foundation of China (Nos. 51179093, 91215301 and 41274106) and the Specialized Research Fund for the Doctoral Program of Higher Education (No. 20130002110032). The authors express their sincerest gratitude for these supports.
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Gui, Y., Wang, JT., Jin, F. et al. Development of a family of explicit algorithms for structural dynamics with unconditional stability. Nonlinear Dyn 77, 1157–1170 (2014). https://doi.org/10.1007/s11071-014-1368-3
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DOI: https://doi.org/10.1007/s11071-014-1368-3