Vol. 6, No. 1-4, 2011

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ISSN: 1559-3959
Variable-order finite elements for nonlinear, fully intrinsic beam equations

Mayuresh J. Patil and Dewey H. Hodges

Vol. 6 (2011), No. 1-4, 479–493
Abstract

Fully intrinsic equations and boundary conditions involve only force, moment, velocity, and angular velocity variables, but no displacement or rotation variables. This paper presents variable-order finite elements for the geometrically exact, nonlinear, fully intrinsic equations for both nonrotating and rotating beams. The finite element technique allows for hp-adaptivity. Results show that these finite elements lead to very accurate solutions for the static equilibrium state as well as for modes and frequencies for infinitesimal motions about that state. For the same number of variables, the accuracy of the finite elements increases with the order of the finite element. The results based on the Galerkin approximation (which is a special case of the present approach) are the most accurate but require evaluation of complex integrals. Cubic elements are shown to provide a near optimal combination of accuracy and complexity.

Keywords
nonlinear beam theory, nonlinear finite element, variable-order finite element, fully intrinsic
Milestones
Received: 22 December 2009
Revised: 3 July 2010
Accepted: 15 July 2010
Published: 28 June 2011
Authors
Mayuresh J. Patil
Department of Aerospace and Ocean Engineering
Virginia Polytechnic Institute and State University
Blacksburg, VA 24061-0203
United States
http://www.aoe.vt.edu/people/faculty.php?fac_id=mpatil
Dewey H. Hodges
Daniel Guggenheim School of Aerospace Engineering
Georgia Institute of Technology
270 Ferst Drive
Atlanta, GA 30332-0150
United States
http://www.ae.gatech.edu/~dhodges/