• K.Y. Dai
  • G.R. Liu
  • X. Han
Conference paper


Geometrically nonlinear analysis for structures with finite deformation is presented based on a meshfree radial point interpolation method (RPIM). The method uses a set of distributed nodes to discretize problem domain that may reduce the possibility of mesh distortion or tangling. The formulations are given in material description. The method is implemented using a full Newton–Raphson iteration procedure. Numerical problem is investigated for a cantilever beam made of compressible hyperelstic neo-Hookean materials to demonstrate the effectiveness of this method.


Librium Dial 


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Copyright information

© Springer 2006

Authors and Affiliations

  • K.Y. Dai
    • 1
  • G.R. Liu
    • 1
  • X. Han
    • 2
  1. 1.Department of Mechanical EngineeringNational University of SingaporeSingapore
  2. 2.The Key Laboratory of Advanced Technology for Vehicle Body Design & Manufacture of Ministry of Education, College of Mechanical and Automotive EngineeringHunan UniversityChangshaP. R. China

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