TECHNICAL PAPERS
Feb 1, 1992

Low‐Order Interpolation Functions for Curved Beams

Publication: Journal of Engineering Mechanics
Volume 118, Issue 2

Abstract

Polynomial interpolation functions for finite element analysis of three‐dimensional (3‐D) curved beams are derived using small deformation theory. The performance of low‐order polynomials combined with selectively reduced integration is evaluated under torsional and membrane “locking” conditions. Low‐order polynomials are also used in a three‐field mixed formulation; in this approach, the constraint equations of the problems that result from the nonlinear geometry of the curved beam are enforced using collocation. It is shown that the proposed technique eliminates “locking” from the formulation. The resulting interpolation functions are coupled in pairs, reflecting the dependence that occurs between in‐plane flexural translation and axial deformation, and between out‐of‐plane flexural translation and torsional rotation in beams that are curved in plan. Consistent element stiffness and mass matrices obtained using the proposed functions represent properties of slender curved beams, and converge to those of a 3‐D straight‐frame element when the geometric curvature of the member becomes infinitely small.

Get full access to this article

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

References

1.
Akhtar, M. N. (1987). “Element stiffness of circular member.” J. Struct. Engrg., ASCE, 113(4), 867–872.
2.
Arici, M. (1989). “Reciprocal conjugate method for space curved bars.” J. Struct. Engrg., ASCE, 115(3), 560–575.
3.
Ashwell, D. G., and Gallagher, R. H. (1976). Finite elements for thin shells and curved members. John Wiley and Sons Interscience Publications, New York, N.Y.
4.
Baron, F. (1961). “Matrix analysis of structures curved in space.” J. Struct. Div., ASCE, 87(3), 2779–2788.
5.
Goulos, A. (1990). “3‐D analysis of bridges,” thesis presented to the Department of Civil Engineering of the University of Toronto, at Toronto Canada, in partial fulfillment of the requirements for the degree of Master of Applied Science.
6.
Hsu, T. C., Inan, M., and Fonticiella, L. (1978). “Behavior of reinforced concrete horizontally curved beams.” ACI J., 75(15), 112–123.
7.
Just, D. J. (1982). “Circularly curved beams under plane loads.” J. Struct. Div., ASCE, 108(8), 1858–1873.
8.
Love, A. E. H. (1926). A treatise on the mathematical theory of elasticity. Dover Publications, New York, N.Y.
9.
Malkus, D. S., and Hughes, T. J. R. (1978). “Mixed finite element methods—Reduced and selective integration techniques: A unification of concepts.” Comput. Methods Appl. Mech. Engrg., 15, 63–81.
10.
Meek, H. R. (1979). “An accurate polynomial displacement function for finite ring elements.” Comput. Struct., 11, 265–269.
11.
Oden, J. T., and Ripperger, E. A. (1981). Mechanics of elastic structures. 2nd Ed., Hemisphere Publishing Corp., New York, N.Y.
12.
Prathap, G. (1985). “The curved beam/deep arch/finite ring element revisited.” Int. J. Numer. Methods Engrg., 21, 389–407.
13.
Reddy, J. N. (1984). Energy and variational methods in applied mechanics. John Wiley and Sons, New York, N.Y.
14.
Shames, I. H., and Dym, C. L. (1985). Energy and finite element methods in structural mechanics, Hemisphere Publishing Corporation, New York, N.Y.
15.
Sawko, F. (1968). “Computer analysis of grillages curved in plan.” Proc., IABSE, 8, 151–170.
16.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, McGraw‐Hill Book Company, New York, N.Y.
17.
Wen, R. K., and Lange, J. (1981). “Curved beam element for arch buckling analysis.” J. Struct. Div., ASCE, 107(11), 2053–2069.
18.
Yang, Y. B., Kuo, S. R., and Cherng, Y. D. (1989). “Curved beam elements for nonlinear analysis.” J. Engrg. Mech., ASCE, 115(4), 840–855.
19.
Yoo, C. H. (1979). “Matrix formulation of curved girders.” J. Engrg. Mech., ASCE, 105(6), 971–988.
20.
Yoo, C. H. (1982). “Flexural‐torsional stability of curved beams.” J. Engrg. Mech. Div., ASCE, 108(6), 1351–1369.
21.
Zienkiewicz, O. C., and Lefebvre, D. (1987). “Three‐field mixed approximation and the plate bending problem.” Commun. Appl. Numer. Methods, 3, 301–309.
22.
Zienkiewicz, O. C., Taylor, R. L., Papadopoulos, P., and Oñate, E. (1990). “Plate bending elements with discrete constraints: New triangular elements.” Comput. Struct., 35(4), 505–522.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 2February 1992
Pages: 329 - 350

History

Published online: Feb 1, 1992
Published in print: Feb 1992

Permissions

Request permissions for this article.

Authors

Affiliations

S. J. Pantazopoulou, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, M5S 1A4, Canada

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