Optimal design of cantilevered elastica for minimum tip deflection under self-weight


Journal Article

The optimal distribution of material to minimize the vertical deflection of the free end of a horizontal cantilever is determined. The beam is only subjected to its own weight. Large deflections are considered, and the structure is modeled as an inextensible elastica. A minimum-area constraint is included, and is active in a region near the tip. After the problem is formulated, numerical results are obtained with the use of a shooting method. The moment of inertia is assumed to be proportional to the area or its square or cube. The results depend on this relationship, the minimum-area constraint, and a nondimensional parameter depending on the beam's density, length, and modulus of elasticity. In the numerical results presented, if the minimum area is 1/20 of the area of the uniform beam, the tip deflection for the optimal design is 78-89% smaller than that for the uniform beam. An experiment is conducted and the data are in close agreement with the numerical results. © 2010 Springer-Verlag.

Full Text

Duke Authors

Cited Authors

  • Plaut, RH; Virgin, LN

Published Date

  • May 1, 2011

Published In

Volume / Issue

  • 43 / 5

Start / End Page

  • 657 - 664

Electronic International Standard Serial Number (EISSN)

  • 1615-1488

International Standard Serial Number (ISSN)

  • 1615-147X

Digital Object Identifier (DOI)

  • 10.1007/s00158-010-0611-x

Citation Source

  • Scopus