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Journal of Zhejiang University SCIENCE A 2006 Vol.7 No.9 P.1596-1602

http://doi.org/10.1631/jzus.2006.A1596


Meshless simulation for skeleton driven elastic deformation


Author(s):  SONG Chao, ZHANG Hong-xin, HUANG Jin, BAO Hu-jun

Affiliation(s):  State Key Lab of CAD & CG, Zhejiang University, Hangzhou 310027, China

Corresponding email(s):   zhx@cad.zju.edu.cn

Key Words:  Physically-based deformation, Skeleton driven, Meshless methods, Rotation field


SONG Chao, ZHANG Hong-xin, HUANG Jin, BAO Hu-jun. Meshless simulation for skeleton driven elastic deformation[J]. Journal of Zhejiang University Science A, 2006, 7(9): 1596-1602.

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author="SONG Chao, ZHANG Hong-xin, HUANG Jin, BAO Hu-jun",
journal="Journal of Zhejiang University Science A",
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doi="10.1631/jzus.2006.A1596"
}

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%J Journal of Zhejiang University SCIENCE A
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%@ 1673-565X
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%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2006.A1596

TY - JOUR
T1 - Meshless simulation for skeleton driven elastic deformation
A1 - SONG Chao
A1 - ZHANG Hong-xin
A1 - HUANG Jin
A1 - BAO Hu-jun
J0 - Journal of Zhejiang University Science A
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IS - 9
SP - 1596
EP - 1602
%@ 1673-565X
Y1 - 2006
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2006.A1596


Abstract: 
A meshless simulation system is presented for elastic deformation driven by skeleton in this paper. In this system, we propose a new method for calculating node rotation while applying a similar technique with stiffness warping to tackle the nonlinear large deformation. In our method, all node rotations are evaluated from sampling points in attached skeleton by constructing and solving the diffusion partial differential equation. The experiments indicated that the method can enhance the stability of the dynamics and avoid fussy sub-step calculation in static deformation edition. Moreover, rational deformation results for the area around the skeleton joints can be simulated without user interaction by adopting the simplified technique.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

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