This article describes an error measurement and mesh optimization method for finite elements in non-linear geometry problems. The error calculation is adapted from a method developed by Ladeveze, based on constructing a local statically admissible stress field. The particular difficulty in non-linea
Inverse finite element method for large-displacement beams
✍ Scribed by Alejandro E. Albanesi; Víctor D. Fachinotti; Alberto Cardona
- Publisher
- John Wiley and Sons
- Year
- 2010
- Tongue
- English
- Weight
- 345 KB
- Volume
- 84
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.2935
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✦ Synopsis
Abstract
A finite element model for the inverse analysis of large‐displacement beams in the elastic range is presented. The model permits determining the initial shape of a beam such that it attains the given design shape under the effect of service loads. This formulation has immediate applications in various fields such as compliant mechanism design where flexible links can be modeled as large‐displacement beams. Numerical tests for validation purposes are given, together with two design applications of flexible mechanisms with distributed compliance: a flexible gripper and a flexible S‐type clutch. Copyright © 2010 John Wiley & Sons, Ltd.
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