Simple and Effective Approach for Polar Decomposition of the Deformation Gradient Tensor
Publication: Journal of Engineering Mechanics
Volume 140, Issue 5
Abstract
A precise iterative strategy to compute the polar decomposition of the three-dimensional deformation gradient tensor is presented for nonlinear solid mechanics analysis software. By exploiting relationships between various stretch tensors, polar decomposition is transformed into the solution of six nonlinear (quadratic) simultaneous equations, via Newton-Raphson (N-R), and a subsequent matrix inversion and multiplication. The approach is easy to program and is versatile in its applicability to statics or dynamics. With only modest computational increases, the approximations and potential numerical drift of incremental decomposition schemes is avoided. Convergence can be accelerated using stretch histories, which, coupled with a modified N-R approach, can reduce computer times. Using an explicit central difference time integration scheme, convergence is shown to be attained in only a few iterations with very tight tolerances for severe deformations. Numerical examples compare different method variations that are demonstrated to be robust and efficient. The results also demonstrate its effectiveness for large time increments (the entire analysis), which can be especially useful for static and implicit solvers.
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Acknowledgments
Permission to publish was granted by the Director of the Geotechnical and Structures Laboratory. The work was supported in part by a grant of computer time from the Department of Defense (DoD) High Performance Computing Modernization Program at the U.S. Army Engineer Research and Development Center (ERDC) DoD Supercomputing Resource Center (DSRC). The author thanks Professor Rebecca Brannon of the University of Utah for testing the present method on her large set of example deformation gradient tensors.
References
Attaway, S. W., Mello, F. J., Heinstein, M. W., Swegle, J. W., Ratner, J. A., and Zadoks, R. I. (1998). “PRONTO 3D users’ instructions: A transient dynamics code for nonlinear structural analysis.” Rep. SAND98-1361, Sandia National Laboratories, Albuquerque, NM.
Bathe, K. J. (1996). Finite element procedures, Prentice Hall, Englewood Cliffs, NJ.
Bažant, Z. P. (1998). “Easy-to-compute tensors with symmetric inverse approximating Hencky strain and its rate.” Trans. ASME J. Eng. Matls. Tech., 120(2), 131–136.
Bažant, Z. P., Caner, F. C., Carol, I., Adley, M. D., and Akers, S. A. (2000). “Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress.” J. Eng. Mech., 944–953.
Bažant, Z. P., Xiang, Y., and Prat, P. C. (1996). “Microplane model for concrete. I: Stress-strain boundaries and finite strain.” J. Eng. Mech., 245–254.
Clayton, J. D. (2011). “Elastoplasticity” Chapter 6, Nonlinear mechanics of crystals, Springer, New York, 273–336.
Danielson, K. T., Akers, S. A., O’Daniel, J. L., Adley, M. D., and Garner, S. B. (2008). “Large-scale parallel computation methodologies for highly nonlinear concrete and soil applications.” J. Comput. Civ. Eng., 140–146.
Danielson, K. T., and Namburu, R. R. (1998). “Nonlinear dynamic finite element analysis on parallel computers using FORTRAN 90 and MPI.” Adv. Eng. Software, 29(3–6), 179–186.
Danielson, K. T., and O’Daniel, J. L. (2011). “Reliable second-order hexahedral elements for explicit methods in nonlinear solid dynamics.” Int. J. Numer. Methods Eng., 85(9), 1073–1102.
Danielson, K. T., Uras, R. A., Adley, M. D., and Li, S. (2000). “Large scale application of some modern CSM methodologies by parallel computation.” Adv. Eng. Software, 31(8–9), 501–509.
Dassault Systèmes Simulia. (2012a). ABAQUS 6.12 example problems manual: Static and dynamic analyses, Vol. I, Providence, RI.
Dassault Systèmes Simulia. (2012b). ABAQUS 6.12 theory manual, Providence, RI.
Dienes, J. K. (1979). “On the analysis of rotation and stress rate in deforming bodies.” Acta Mech., 32(4), 217–232.
Flanagan, D. P., and Taylor, L. M. (1987). “An accurate numerical algorithm for stress integration with finite rotations.” Comput. Methods Appl. Mech. Eng., 62(3), 305–320.
Healy, B. E., and Dodds, R. H., Jr. (1992). “A large strain plasticity model for implicit finite element analyses.” Comput. Mech., 9(2), 95–112.
Higham, N. J. (1986). “Computing the polar decomposition—With applications.” SIAM J. Sci. Statist. Comput., 7(4), 1160–1174.
Higham, N. J., Mackey, D. S., Mackey, N., and Tisseur, F. (2004). “Computing the polar decomposition and the matrix sign decomposition in matrix groups.” SIAM J. Matrix Anal. Appl., 25(4), 1178–1192.
Hughes, T. J. R., and Winget, J. (1980). “Finite rotation effects in numerical integration of rate constitutive equations arising in large-deformation analyses.” Int. J. Numer. Methods Eng., 15(12), 1862–1867.
Johnson, G. C., and Bammann, D. J. (1984). “A discussion of stress rates in finite deformation problems.” Int. J. Solids Struct., 20(8), 725–737.
Johnson, G. R., and Cook, W. H. (1983). “A constitutive model and data for metals subjected to large strains, high strain rates, and high temperatures.” Proc., 7th. Int. Symp. on Ballistics, American Defense Preparedness Association, Koninklijk Instituut van Ingenieurs, Hague, Netherlands, 541–547.
Malvern, L. E. (1969). Introduction to the mechanics of a continuous media, Prentice Hall, Englewood Cliffs, NJ.
Moran, B., Otiz, M., and Shih, C. F. (1990). “Formation of implicit finite element methods for multiplicative finite deformation plasticity.” Int. J. Numer. Methods Eng., 29(3), 483–514.
Rashid, M. M. (1993). “Incremental kinematics for finite element applications.” Int. J. Numer. Methods Eng., 36(23), 3937–3956.
Simo, J. C., and Hughes, T. J. R. (1998). Computational inelasticity, Springer, New York.
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© 2014 American Society of Civil Engineers.
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Received: Mar 4, 2013
Accepted: Oct 15, 2013
Published online: Oct 17, 2013
Published in print: May 1, 2014
Discussion open until: Jun 14, 2014
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