A novel node-based smoothed radial point interpolation method for 2D and 3D solid mechanics problems. (February 2018)

• Record Type: Journal Article
• Authors: Li, Y.; Liu, G.R.; Yue, J.H.
• Is Part Of: Computers & structures. Volume 196(2018)
• Page Start: 157
• Page End: 172
• Publication Date: 2018-02
• Subjects: Radial point interpolation method (RPIM) -- Node-based -- Edge-based -- Face-based -- Condensed RPIM shape function -- GS-Galerkin weak-form -- Upper bound solution; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2017.11.010
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: A novel NS-RPIM is presented with two versions: NS-RPIM-Tr4-Cd and NS-RPIM-Tr5-Cd. The proposed NS-RPIMs produces upper bound solutions in term of strain energy. The NS-RPIMs constructed by condensed RPIM shape functions are highly accurate. The NS-RPIMs are immune from volumetric locking and insensitive to node distribution. Abstract: This paper presents a novel node-based radial point interpolation method (NS-RPIM), which has two different versions termed as NS-RPIM−Tr4−Cd (for 2D problems) and NS-RPIM−Tr5−Cd (for 3D problems). These NS-RPIMs are created using edge-based Tr4-scheme and face-based Tr5-scheme, respectively. In the formulation, we use the generalized smoothed Galerkin (GS-Galerkin) weak-form which requires only value of shape functions. Because W 2 formulation allows the use of discontinuous functions, RPIM can now be used to create proven stable and accurate models. The computational efficiency of the NS-RPIM−Tr4−Cd is rigorously examined against other NS-RPIMs and FEM. It is found that our NS-RPIM produce highly accurate solutions at low computational cost, due to the use of the condensed RPIM shape functions. Numerical results for 2D and 3D problems demonstrate that the NS-RPIMs possess the following important properties: (1) upper bound solution in the strain energy; (2) volumetric locking free; (3) superconvergence in strain energy solution; (4) insensitive to node distribution.