A Generalized Approach for Reconstructing the Three-Dimensional Shape of Slender Structures Including the Effects of Curvature, Shear, Torsion, and Elongation

被引:16
作者
Chadha, Mayank [1 ]
Todd, Michael D. [1 ]
机构
[1] Univ Calif San Diego, Dept Struct Engn, 9500 Gilman Dr 0085, La Jolla, CA 92093 USA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2017年 / 84卷 / 04期
关键词
shape sensing; Cosserat beam theory; directors; material frame; local basis function; STRAIN BEAM THEORY; CONTINUUM PROBLEMS; NUMERICAL-SOLUTION; COSSERAT POINT;
D O I
10.1115/1.4035785
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper extends the approach for determining the three-dimensional global displaced shape of slender structures from a limited set of scalar surface strain measurements. It is an exhaustive approach that captures the effect of curvature, shear, torsion, and elongation. The theory developed provides both a determination of the uniaxial strain (in a given direction) anywhere in the structure and the deformed shape, given a set of strain values. The approach utilizes Cosserat rod theory and exploits a localized linearization approach that helps to obtain a local basis function set for the displacement solution in the Cosserat frame. For the assumed deformed shape (both the midcurve and the cross-sectional orientation), the uniaxial value of strain in any given direction is obtained analytically, and this strain model is the basis used to predict the shape via an approximate local linearized solution strategy. Error analysis due to noise in measured strain values and in uncertainty in the proximal boundary condition is performed showing uniform convergence with increased sensor count.
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页数:11
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