Structural boundary design via level set and immersed interface methods

被引:1108
作者
Sethian, JA [1 ]
Wiegmann, A
机构
[1] Univ Calif Berkeley, Dept Math, Berkeley, CA 94720 USA
[2] Univ Calif Berkeley, Lawrence Berkeley Lab, Berkeley, CA 94720 USA
关键词
self design of elastic structures; level set method; explicit jump immersed interface method; immersed interface method; linear elastostatics;
D O I
10.1006/jcph.2000.6581
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
We develop and test an algorithmic approach to the boundary design of elastic structures. The goal of our approach is two-fold: first, to develop a method which allows one to rapidly solve the two-dimensional Lame equations in arbitrary domains and compute, for example, the stresses, and second, to develop a systematic way of modifying the design to optimize chosen properties. At the core, our approach relies on two distinct steps. Given a design, we first apply an explicit jump immersed interface method to compute the stresses for a given design shape. We then use a narrow band level set method to perturb this shape and progress towards an improved design. The equations of 2D linear elastostatics in the displacement formulation on arbitrary domains are solved quickly by domain embedding and the use of fast elastostatic solvers. This effectively reduces the dimensionality of the problem by one. Once the stresses are found, the level set method, which represents the design structure through an embedded implicit function, is used in the second step to alter the shape, with velocities depending on the stresses in the current design, Criteria are provided for advancing the shape in an appropriate direction and fur correcting the evolving shape when given constraints are violated. (C) 2000 Academic Press.
引用
收藏
页码:489 / 528
页数:40
相关论文
共 39 条
[11]   COMPUTING MINIMAL-SURFACES VIA LEVEL SET CURVATURE FLOW [J].
CHOPP, DL .
JOURNAL OF COMPUTATIONAL PHYSICS, 1993, 106 (01) :77-91
[12]  
Eschenauer H. A., 1997, TOPOLOGY OPTIMIZATIO, P135
[13]  
ESCHENAUER HA, 1994, J STRUCT OPTIMIZATIO, V8, P142
[14]   THE IMMERSED INTERFACE METHOD FOR ELLIPTIC-EQUATIONS WITH DISCONTINUOUS COEFFICIENTS AND SINGULAR SOURCES [J].
LEVEQUE, RJ ;
LI, ZL .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1994, 31 (04) :1019-1044
[15]   A numerical study of electro-migration voiding by evolving level set functions on a fixed Cartesian grid [J].
Li, ZL ;
Zhao, HK ;
Gao, HJ .
JOURNAL OF COMPUTATIONAL PHYSICS, 1999, 152 (01) :281-304
[16]   A fast iterative algorithm for elliptic interface problems [J].
Li, ZL .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1998, 35 (01) :230-254
[17]  
LORENTZ RA, 1992, MULTIVARIATE BIRKOFF
[18]  
Murnaghan F. D., 1951, Finite Deformation of an Elastic Solid
[19]   FRONTS PROPAGATING WITH CURVATURE-DEPENDENT SPEED - ALGORITHMS BASED ON HAMILTON-JACOBI FORMULATIONS [J].
OSHER, S ;
SETHIAN, JA .
JOURNAL OF COMPUTATIONAL PHYSICS, 1988, 79 (01) :12-49
[20]   NUMERICAL-SOLUTION OF HELMHOLTZS EQUATION BY CAPACITANCE MATRIX-METHOD [J].
PROSKUROWSKI, W ;
WIDLUND, O .
MATHEMATICS OF COMPUTATION, 1976, 30 (135) :433-468