Technical Notes
Sep 11, 2014

Tetrahedral Finite Element with Rotational Degrees of Freedom for Cosserat and Cauchy Continuum Problems

Publication: Journal of Engineering Mechanics
Volume 141, Issue 2

Abstract

This study formulates a simple tetrahedral finite element equipped with rotational degrees of freedom that can be used effectively to solve problems for both Cosserat and Cauchy continua. The formulation makes no assumption regarding the symmetry of the stress tensor, and such symmetry is achieved at convergence for the Cauchy problems. The numerical implementation of the new element is straightforward, and numerical tests demonstrate second-order accuracy in the case of both Cosserat and Cauchy elasticity.

Get full access to this article

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

References

Allman, D. J. (1984). “A compatible triangular element including vertex rotations for plane elasticity analysis.” Comput. Struct., 19(1–2), 1–8.
Alshibli, K. A., Alsaleh, M. I., and Voyiadjis, G. Z. (2006). “Modelling strain localization in granular materials using micropolar theory: Numerical implementation and verification.” Int. J. Numer. Anal. Methods Geomech., 30(15), 1525–1544.
Baluch, M. H., Goldberg, J. E., and Koh, S. L. (1972). “Finite element approach to plane microelasticity.” J. Struct. Div., 98(9), 1957–1964.
Bauer, S., Schäfer, M., Grammenoudis, P., and Tsakmakis, C. (2010). “Three-dimensional finite elements for large deformation micropolar elasticity.” Comput. Methods Appl. Mech. Eng., 199(41–44), 2643–2654.
Chang, C. S., Wang, T. K., Sluys, L. J., and van Mier, J. G. M. (2002). “Fracture modeling using a micro-structural mechanics approach—I. Theory and formulation.” Eng. Fract. Mech., 69(17), 1941–1958.
Dassault Systèmes. (2010). ABAQUS 6.10 documentation: ABAQUS analysis user’s manual, 〈http://abaqusdoc.ucalgary.ca/books/usb/default.htm〉 (Mar. 31, 2014).
Eringen, A. C. (1999). “Theory of micropolar elasticity.” Microcontinuum field theories, Springer, New York, 101–248.
Gauthier, R. D., and Jahsman, W. E. (1976). “Bending of a curved bar of micropolar elastic material.” J. Appl. Mech., 43(3), 502–503.
Goldberg, J. E., Baluch, M. H., Korman, T., and Koh, S. L. (1974). “Finite element approach to bending of micropolar plates.” Int. J. Numer. Methods Eng., 8(2), 311–321.
Padovan, J. (1978). “Applications of 3-D finite element procedures to static and dynamic problems in micropolar elasticity.” Comput. Struct., 8(2), 231–236.
Pawlak, T. P., Yunus, S. M., and Cook, R. D. (1991). “Solid elements with rotational degrees of freedom: Part II—Tetrahedron elements.” Int. J. Numer. Methods Eng., 31(3), 593–610.
Pothier, A., and Rencis, J. J. (1994). “Three-dimensional finite element formulation for microelastic solids.” Comput. Struct., 51(1), 1–21.
Providas, E., and Kattis, M. A. (2002). “Finite element method in plane Cosserat elasticity.” Comput. Struct., 80(27–30), 2059–2069.
Riahi, A., and Curran, J. H. (2009). “Full 3D finite element Cosserat formulation with application in layered structures.” Appl. Math. Modell., 33(8), 3450–3464.
Sachio, N., Benedict, R., and Lakes, R. (1984). “Finite element method for orthotropic micropolar elasticity.” Int. J. Eng. Sci., 22(3), 319–330.
Sze, K. Y., and Pan, Y. S. (2000). “Hybrid stress tetrahedral elements with Allman’s rotational D.O.F.s.” Int. J. Numer. Methods Eng., 48(7), 1055–1070.
Tian, R., Matsubara, H., and Yagawa, G. (2006). “Advanced 4-node tetrahedrons.” Int. J. Numer. Methods Eng., 68(12), 1209–1231.
Tian, R., and Yagawa, G. (2005). “Generalized nodes and high-performance elements.” Int. J. Numer. Methods Eng., 64(15), 2039–2071.
Timoshenko, S., and Goodier, J. (1970). Theory of elasticity, McGraw Hill, New York.
Yunus, S. M., Pawlak, T. P., and Cook, R. D. (1991). “Solid elements with rotational degrees of freedom: Part 1—Hexahedron elements.” Int. J. Numer. Methods Eng., 31(3), 573–592.
Zienkiewicz, O., Taylor, R., and Zhu, J. (2005). The finite element method: Its basis and fundamentals, Elsevier Butterworth-Heinemann, Oxford, U.K.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 141Issue 2February 2015

History

Received: Apr 6, 2014
Accepted: Aug 15, 2014
Published online: Sep 11, 2014
Published in print: Feb 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Xinwei Zhou [email protected]
Research Engineer, ES3, 550 W. C St., San Diego, CA 92101. E-mail: [email protected]
Gianluca Cusatis, M.ASCE [email protected]
Associate Professor, Northwestern Univ., 2145 N. Sheridan Rd., Evanston, IL 60208-3109 (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