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Form finding of
tensegrity structures using finite elements and mathematical
programming
Katalin K. Klinka, Vinicius F. Arcaro and Dario Gasparini |
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Vol. 7 (2012), No. 10, 899–907
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Abstract |
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We show that the minimization of total potential energy is the general principle behind the well-known rule of maximizing some lengths of a truss mechanism to define a tensegrity. Moreover, the latter rule is a special case, due to the usual high values of the modulus of elasticity. An innovative mathematical model is presented for finding the form of tensegrity structures, based on the finite element method and on mathematical programming. A special line element that shows constant stress for any displacement of its nodes is used to define a prestressed equilibrium configuration. Form finding is formulated as an unconstrained nonlinear programming problem, where the objective function is the total potential energy and the displacements of the nodal points are the unknowns. A connection is made with the geometric shape minimization problem, defined by a constrained nonlinear programming problem. A quasi-Newton method is used, which avoids the evaluation of the tangent stiffness matrix. |
Keywords
cable, element, line, minimization, nonlinear,
optimization, tensegrity
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Milestones
Received: 3 November 2011
Revised: 26 October 2012
Accepted: 30 October 2012
Published: 1 March 2013
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Authors |
| Katalin K. Klinka | |
| Department of Structural
Engineering Budapest University of Technology and Economics 2 Bertalan Lajos Budapest 1111 Hungary |
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| Vinicius F. Arcaro | |
| Institute for Membrane and Shell
Technologies Bauhausstrasse 8 D-06846 Dessau Germany |
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| Dario Gasparini | |
| Civil Engineering Department Case Western Reserve University 2182 Adelbert Rd Cleveland OH 44106 United States |
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