JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2014, Vol. 31 ›› Issue (8): 87-92.DOI: 10.3969/j.issn.1001-5485.2014.0172014,31(08):87-92

• HYDRAULIC STRUCTURE AND MATERIAL • Previous Articles     Next Articles

Mixed-order Manifold Method Based on Taylor Expansion

QU Xin, ZHENG Hong   

  1. College of Civil Engineering &
    Architecture, China Three Gorges University, Yichang 443002, China
  • Received:2013-11-04 Revised:2014-08-12 Online:2014-08-01 Published:2014-08-12

Abstract: For manifold method, high-order displacement function is established by using complete polynomial function, which deprives the generalized freedom degrees of physical meaning. To avoid this problem, the cover displacement function can be regarded as Taylor expansion. Based on the Taylor expansion, the relations among displacement function, nodal displacement and strain are obtained, and generalized degrees of freedom have definite physical meaning after degree elevation. Furthermore, rectangular grid is used as mathematical grid to reduce physical piece and simplify preprocessing and post-processing. In the computational domain, cover displacement function with mixed-order is employed to improve computation efficiency and to combine analytical solution and numerical solution. Moreover, improved penalty function and generalized node function are used together to deal with boundary conditions, which is in strict accordance with the physical meaning of boundary condition. Finally, this method is proved to be highly efficient by numerical examples, and the accuracy of numerical solution is also improved.

Key words: manifold method, cover displacement function, Taylor expansion, generalized degrees of freedom, rectangular grid, mixed order

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