Abstract
The bilinear formulation proposed earlier by Peters and Izadpanah to develop finite elements in time to solve undamped linear systems, is extended (and found to be readily amenable) to develop time finite elements to obtain transient responses of both linear and nonlinear, and damped and undamped systems. The formulation is used in the h-, p- and hp-versions. The resulting linear and nonlinear algebraic equations are differentiated to obtain the sensitivity of the transient response with respect to various design parameters. The present developments were tested on a series of linear and nonlinear examples and were found to yield, when compared with results obtained using other methods, excellent results for both the transient response and its sensitivity to system parameters. Mostly, the results were obtained using the Legendre polynomials as basis functions, though, in some cases other orthogonal polynomials namely, the Hermite, the Chebyshev, and integrated Legendre polynomials were also employed (but to no great advantage). A key advantage of the time finite element method, and the one often overlooked in its past applications, is the ease with which the sensitivity of the transient response with respect to various system parameters can be obtained.
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Abbreviations
- B:
-
bilinear term in the variational formulation
- a:
-
linear term in the variational formulation
- δ:
-
variational operator
- T:
-
kinetic energy
- V:
-
potential energy
- Q i :
-
nonconservative forces not included in the variational operation
- \(s_{_t } ,\dot s_{_t }\) :
-
generalized coordinates: displacement, velocity
- T 0 :
-
initial time
- T f :
-
final time
- p k :
-
design parameters
- q j :
-
generalized coordinates
- {}:
-
column vector
- <>:
-
row vector
References
Achar, N. S.; Gaonkar, G. H. 1993: Helicopter trim analysis by shooting and finite element methods with optimally damped Newton iterations. AIAA J. 31/2: 225–234
Adelman, H. M.; Haftka, R. T. 1986: Sensitivity analysis of discrete structural systems. AIAA J. 24/5: 823–832
Argyris, J. H.; Scharpf, D. W. 1969: Finite element in time and space. J. of the Royal Soc. 73: 1041–1044
Atluri, S. N. 1973: An assumed stress hybrid finite element model for linear elastodynamic analysis. AIAA J. 11/7: 1028–1031
Atluri, S. N.; Cazzani, A. 1995: Rotations in computational solid mechanics. Archive of Computational Methods in Engineering 2/1: 49–138
Bailey, C. D. 1975a: A new look at Hamilton's principle. Found. of Physics. 5/3: 433–451
Bailey, C. D. 1975b. Application of Hamilton's law of varying action. AIAA J. 13/9: 1154–1157
Bailey, C. D. 1976a: The method of Ritz applied to the equation of Hamilton. Computer Methods in Applied Mechanics and Engineering. 7/2: 235–247
Bailey, C. D. 1976b: Hamilton, Ritz, and elastodynamics. J. of Applied Mechanics. 43/4: 684–688
Baruch, M.; Riff, R. 1982: Hamilton's principle, Hamilton's law 6n correct formulations. AIAA J. 20/5: 687–692
Borri, M.; Ghiringhelli, G. L.; Lanz, M.; Mantegazza, P.; Merlini, T. 1985: Dynamic response of mechanical systems by a weak Hamiltonian formulation. Comput. and Struct. 20/1–3: 495–508
Borri, M.; Mello, F.; Atluri, S. N. 1990: Variational approaches for dynamics and time-finite-elements: numerical studies. Comp. Mech. 7: 49–76
Borri, M.; Mello, F.; Atluri, S. N. 1991: Primal and mixed forms of Hamilton's principle for constrained rigid body systems: numerical studies. Comp. Mech. 7: 205–220
Burden, R. L.; Faires, J. D. 1993: Numerical analysis. pp. 544–551. Boston: PWS-KENT Publishing
Chen, X.; Tamma, K. K.; Sha, D. 1993: Virtual-pulse time integral methodology: A new explicit approach for computational dynamics — Theoretical developments for general non-linear structural dynamics. 34th AIAA/ASME/ASCE/AHS/ASC Structures. Structural Dynamics and Materials Conference. La Jolla, California, April 19–22, 1993
Fried, I. 1969: Finite element analysis of time dependent phenomena. AIAA J. 7/6: 1170–1173
Gurtin, M. E. 1964a: Variational principles for linear elastodynamics. Arch. Rational Mec. Anal. 16: 34–50
Gurtin, M. E. 1964b: Variational principles for linear initial value problem. Quarter. of Applied Math. 22/3: 252–256
Haftka, R. T.; Adelman, H. M. 1989: Recent developments in structural sensitivity analysis. Struct. Optim. 1: 137–151
Haftka, R. T.; Gürdal, Z. 1991: Elements of Structural Optimization. pp. 398–403. Dordrecht: Kluwer Academic Publishers
Herrera, I.; Bielak, J. 1974: A simplified version of Gurtin's variational principles. Arch. Rational Mec. Anal. 53: 131–149
Hitzl, D. L.; Levinston, D. A. 1980: Application of Hamilton's law of varying action to the restricted three-body problem. Celestial Mech. 22: 255–266
Mello, F.; Borri, M.; Atluri, S. N. 1990: Time finite element methods for large rotational dynamics of multibody systems. Comput. and Struct. 37/2: 231–240
Peters, D. A.; Izadpanah, A. P. 1988: hp-version finite elements for the space-time domain. Comp. Mech. 3: 73–88
Pian, T. H. H.; O'Brien, T. F. 1957: Transient response of continuous structures using assumed time functions. 9th Congress International Mechanique Applied, University Bruxelles. 7: 350–359
Reddy, J. N. 1975: A note on mixed variational principles for initial value problems. Quarter. of Applied Math. 27/1: 123–132
Reddy, J. N. 1976: Modified Gurtin's variational principles in the linear dynamic theory of viscoelasticity. Inter. J. of Solids Struct. 12/3: 227–235
Riff, R.; Baruch, M. 1984a: Stability of time finite elements. AIAA J. 22/8: 1171–1173
Riff, R.; Baruch, M. 1984b: Time finite element discretization of Hamilton's law of varying action. AIAA J. 22/9: 1310–1318
Sandhu, R. S.; Pister, K. S. 1972: Variational methods in continuum mechanics. Proceedings of International Conference on Variational Methods in Engineering, Southampton University, England. 1.13–1.25
Shampine, L. F. 1994: Numerical solution of ordinary differential equations. pp. 398–403. New York: Chapman and Hall, Inc.
Simkins, T. E. 1978: Unconstrained variational statements for initial and boundary-value problems. AIAA J. 16/6: 559–563
Simkins, T. E. 1981: Finite elements for initial value problems in dynamics. AIAA J. 19/10: 1357–1362
Smith, C. V. Jr. 1979: Comment on “Unconstrained variational statements for initial and boundary-value problems”. AIAA J. 17/1: 126–127
Tiersten, H. F. 1968: Natural boundary and initial conditions from a modification of Hamilton's principle. J. of Math. Physics. 9/9: 1445–1450
Tomović, R. 1963: Sensitivity analysis of dynamics systems. pp. 82–89. New York: McGraw-Hill Book Co., Inc.
Tonti, E. 1972: A systematic approach to the search for variational principles. Proceedings of International Conference on Variational Methods in Engineering, Southampton University, England. 1.1–1.12
Wang, B. P.; Lu, C. M. 1993: A new method for transient response sensitivity analysis in structural dynamics. 34th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, La Jolla, California, April 19–22, 1993
Wu, J. J. 1977: Solution to initial value problems by use of finite elements-unconstrained variational formulations. J. of Sound and Vibration. 53/3: 341–356
Zienkiewicz, O. C.; Parekh, C. J. 1970: Transient field problems-two and three dimensional analysis by isoparametric finite elements. Int. J. of Num. Meth. Eng. 2: 61–71
Zienkiewicz, O. C.; Morgan, K. 1983: Finite elements and approximation. pp. 231–265. New York: John Wiley and Sons, Inc.
Zienkiewicz, O. C.; Wood, W. L. 1987: Transient response analysis in Finite element handbook (H. Kardestuncer and D. H. Norrie, eds.) pp. 2.275–2.314. New York: McGraw-Hill Book Co., Inc.
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Communicated by S. N. Alturi, 25 September 1995
Portions of this research were supported by a grant from Army Research Office, Grant No. DAALO3-90-G-0134, with Dr. Gary Anderson as the grant monitor.
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Kapania, R.K., Park, S. Nonlinear transient response and its sensitivity using finite elements in time. Computational Mechanics 17, 306–317 (1996). https://doi.org/10.1007/BF00368553
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DOI: https://doi.org/10.1007/BF00368553