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Boundary element-free method for elastodynamics
Authors:Cheng?Yumin?  author-information"  >  author-information__contact u-icon-before"  >  mailto:ymcheng@sh.net"   title="  ymcheng@sh.net"   itemprop="  email"   data-track="  click"   data-track-action="  Email author"   data-track-label="  "  >Email author,Peng?Miaojuan
Affiliation:1. Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China
2. Department of Civil Engineering, Shanghai University, Shanghai 200072, China
Abstract:The moving least-square approximation is discussed first. Sometimes the method can form an ill-conditioned equation system, and thus the solution cannot be obtained correctly. A Hilbert space is presented on which an orthogonal function system mixed a weight function is defined. Next the improved moving least-square approximation is discussed in detail. The improved method has higher computational efficiency and precision than the old method, and cannot form an ill-conditioned equation system. A boundary element-free method (BEFM) for elastodynamics problems is presented by combining the boundary integral equation method for elastodynamics and the improved moving least-square approximation. The boundary element-free method is a meshless method of boundary integral equation and is a direct numerical method compared with others, in which the basic unknowns are the real solutions of the nodal variables and the boundary conditions can be applied easily. The boundary element-free method has a higher computational efficiency and precision. In addition, the numerical procedure of the boundary element-free method for elastodynamics problems is presented in this paper. Finally, some numerical examples are given.
Keywords:moving least-square approximation   improved moving least-square approximation   elastodynam- ics   boundary integral equation   meshless method   boundary element-free method   Fourier eigen transform.
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