Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (4): 1584-1595.doi: 10.16285/j.rsm.2017.2478

• Numerical Analysis • Previous Articles     Next Articles

Local mesh refinement algorithm based on analysis-suitable T-spline in numerical manifold method

LIU Deng-xue1, ZHANG You-liang2, DING Xiu-li1, HUANG Shu-ling1, PEI Qi-tao1, 3   

  1. 1. Key Laboratory of Geotechnical and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan, Hubei 430010, China; 2. College of Civil Engineering and Architecture, Hainan University, Haikou, Hainan 570228, China; 3. Wuhan Municipal Engineering Design & Research Institute Co., Ltd., Wuhan, Hubei 430023, China
  • Received:2017-12-12 Online:2019-04-11 Published:2019-04-29
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2016YFC0401804) and the National Natural Science Foundation of China (51779018, 51539002, 51609018).

Abstract: Generally, a finite element mesh or a regular mesh is used as the mathematical covering system in the numerical manifold method (NMM). The advantage of the regular mesh is that it has no requirement to conform to the boundary of the solution domain and various discontinuities. In this paper, the regular rectangular mesh was used as the mathematical mesh in NMM, and the analysis-suitable T-spline was introduced into NMM to realize the local refinement. As the analysis-suitable T-spline was defined over a mildly restricted T-mesh, it presents many important mathematical properties, such as linear independence, partition of unity and highly localized refinement capability. However, after an analysis-suitable T-mesh was locally refined, the generated new T-spline was not analysis-suitable. Therefore, a simple local refinement algorithm was developed in this paper to make sure that the refined mathematical mesh was still analysis-suitable. Moreover, the results from numerical examples show that the algorithm has strong applicability in large-stress gradient areas such as stress concentration area and crack tips.

Key words: numerical manifold method, regular mesh, local refinement, analysis-suitable T-spline

CLC Number: 

  • TU 452
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[4] YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua,. Study of three-dimensional crack propagation based on numerical manifold method [J]. , 2018, 39(S1): 488-494.
[5] YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun,. Study on hydraulic fracture of gravity dam using the numerical manifold method [J]. , 2018, 39(8): 3055-3060.
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[10] YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun. Generation of three-dimensional manifold element based on Boolean intersection operations [J]. , 2016, 37(9): 2706-2711.
[11] ZHANG You-liang, LIU Deng-xue, LIU Gao-min. T-splines local refinement algorithm for numerical manifold method [J]. , 2016, 37(8): 2404-2410.
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[14] YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua, ZHANG Dao-fa. Application of three-dimensional numerical manifold method to crack propagation [J]. , 2016, 37(10): 3017-3025.
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