A boundary element-based automatic domain partitioning approach for semi-structured quad mesh generation

2020 ◽  
Vol 113 ◽  
pp. 133-144 ◽  
Author(s):  
Zhoufang Xiao ◽  
Shouping He ◽  
Gang Xu ◽  
Jianjun Chen ◽  
Qing Wu
2019 ◽  
Vol 99 ◽  
pp. 268-280
Author(s):  
Zhoufang Xiao ◽  
Gang Xu ◽  
Jianjun Chen ◽  
Qing Wu ◽  
Shuai Zhou ◽  
...  

Author(s):  
Nhan Phan-Thien ◽  
Sangtae Kim

Despite the linearity of the Navier equations, solutions to complex boundaryvalue problems require substantial computing resources, especially in the so-called exterior problems, where the deformation field in the space between the inclusions to infinity must be calculated. In the traditional spatial methods, such as finite difference, finite element, or finite volume, this space must be discretized, perhaps with the help of "infinite" elements or a truncation scheme at a finite but large distance from the inclusions (Beer and Watson, Zienkiewicz and Morgan). There are two important limitations of spatial methods. The first is the mesh generation problem. To be numerically efficient, we must use unstructured mesh and concentrate our effort on where it is needed. Efficient two-dimensional, unstructured, automatic mesh generation schemes exist-one good example is Jin and Wiberg-but unstructured three-dimensional mesh generation is still an active area of research. The second limitation is much more severe: even a moderately complicated problem requires the use of supercomputers (e.g., Graham et al.). Since we are concerned with the large-scaled simulations of particulate composites, with the aim of furnishing constitutive information for modeling purposes, our system will possibly have tens of thousands of particles, and therefore the spatial methods are out of the question. We have seen how the deformation field can be represented by a boundary integral equations, either by a direct method, which deals directly with primitive variables (displacement and trciction) on the surface of the domain, or by the indirect method, where the unknowns are the fictitious densities on the surface of the domain. When the field point is allowed to reside on the surface of the domain, then a set of boundary integral equations results that relates only to the variables on the boundary (displacement and traction, or fictitious densities), and this is the basis of the boundary element method. The boundary is then discretized, and the integrals are evaluated by suitable quadratures; this then leads to a set of algebraic equations to be solved for the unknown surface variables.


2011 ◽  
Vol 462-463 ◽  
pp. 1255-1260
Author(s):  
Kazuhiro Suga ◽  
Koichi Minagawa ◽  
Masanori Kikuchi ◽  
Shigeru Aoki

This study presents a mesh generation technique considering the measurement accuracy of the potential on an inverse analysis using the boundary element analysis. We evaluate the effects of the distance between layered rebar and corrosion size on measured potential distribution on the concrete surface, and then propose a technique to select reasonable and efficient size of boundary element. A numerical simulation demonstrates the validity and efficiency of the proposed technique.


1992 ◽  
pp. 308-313
Author(s):  
Noriaki Sasaki ◽  
Toshihiko Kuwahara ◽  
Tsuyoshi Takeda

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