TECHNICAL PAPERS
Oct 1, 2005

Return Mapping Procedure for Frictional Force Calculation: Some Insights

Publication: Journal of Engineering Mechanics
Volume 131, Issue 10

Abstract

The return mapping procedure is studied to gain insights for its numerical implementation to calculate the frictional force during contact analysis. A simple quasistatic truss–wall frictional contact analysis problem is used in the study. The problem has closed-form solutions which provide exact target solutions for a numerical algorithm. The penalty method and a true augmented Lagrangian method that automatically determines an accurate value of the penalty parameter are employed in the numerical study. It is determined that the return mapping procedure is not applicable unless the contacting node is constrained to stay at the initial contact point, and the total normal reaction force, the tangential reaction force and the friction limit have been determined. If these requirements are not met, inaccurate or even incorrect solutions are obtained. This characteristic of the procedure is studied by solving slip and stick cases with several different load increments. It is concluded that the return mapping procedure for friction force calculation should be implemented carefully to obtain accurate solutions for contact analysis problems.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgment

The writers would like to acknowledge support of Ford Motor Company for this research under URP, with Dr. C. C. Wu as the project monitor.

References

Agelet de Saracibar, C. (1998). “Numerical analysis of coupled thermomechanical frictional contact problems. Computational model and applications.” Arch. Comput. Methods Eng., 5, 243–301.
Arora, J. S., Chahande, A. I., and Paeng, J. K. (1991). “Multiplier methods for engineering optimization.” Int. J. Numer. Methods Eng., 32, 1485–1525.
Curnier, A. (1984). “A theory of friction.” Int. J. Solids Struct., 20(7), 637–647.
Giannakopoulos, A. E. (1989). “The return mapping method for the integration of friction constitutive relations.” Comput. Struct., 32, 157–167.
Hallquist, J. O., Goudreau, G. L., and Benson, D. J. (1985). “Sliding interfaces with contact impact in large-scale Lagrangian computations.” Comput. Methods Appl. Mech. Eng., 51, 107–137.
Mijar, A. R., and Arora, J. S. (2000a). “Review of formulations for elastostatic frictional contact problems.” Struct. Multidiscip. Optim., 20(3), 167–189.
Mijar, A. R., and Arora, J. S. (2000b). “Study of variational inequality and equality formulations for elastostatic frictional contact problems.” Arch. Comput. Methods Eng., 7(4), 387–449.
Mijar, A. R., and Arora, J. S. (2004a). “An augmented Lagrangian optimization method for contact analysis problems, 1: Formulation and algorithm.” Struct. Multidiscip. Optim., 28, 99–112.
Mijar, A. R., and Arora, J. S. (2004b). “An augmented Lagrangian optimization method for contact analysis problems, 2: Numerical evaluation.” Struct. Multidiscip. Optim., 28, 113–126.
Powell, M. J. D. (1969). “A method for nonlinear constraints in minimization problems.” Optimization, R. Fletcher, ed., Academic, New York.
Shames, I. H., and Cozzarelli, F. A. (1992). Elastic and inelastic stress analysis, Prentice-Hall, Englewood Cliffs, N.J.
Simo, J. C., and Hughes, T. J. R. (1998). Computational inelasticity, Springer, New York.
Simo, J. C., and Laursen, T. A. (1992). “An augmented Lagrangian treatment of contact problems involving friction.” Comput. Struct., 42, 97–116.
Wriggers, P., Vu Van, T., and Stein, E. (1990). “Finite element formulation of large deformation impact-contact problems with friction.” Comput. Struct., 37, 319–331.
Zhong, Z.-H. (1993). Finite element procedures for contact-impact problems, Oxford University Press, New York.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 10October 2005
Pages: 1004 - 1012

History

Received: Oct 18, 2004
Accepted: Feb 1, 2005
Published online: Oct 1, 2005
Published in print: Oct 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Francisco Armero

Authors

Affiliations

Anand R. Mijar
Optimal Design Laboratory/CEE, College of Engineering, The Univ. of Iowa, Iowa City, IA 52242.
Jasbir S. Arora [email protected]
Optimal Design Laboratory/CEE, College of Engineering, The Univ. of Iowa, Iowa City, IA 52242 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share