A superconvergent alpha finite element method (SαFEM) for static and free vibration analysis of shell structures. (15th January 2017)

• Record Type: Journal Article
• Authors: Chai, Yingbin; Li, Wei; Liu, Guirong; Gong, Zhixiong; Li, Tianyun
• Is Part Of: Computers & structures. Volume 179(2017)
• Page Start: 27
• Page End: 47
• Publication Date: 2017-01-15
• Subjects: Numerical methods -- Alpha finite element method (αFEM) -- Discrete shear gap technique (DSG) -- Node-based smoothed finite element method (NS-FEM) -- Strain smoothing technique; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2016.10.021
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: A novel combined Sα-DSG3 model is proposed for shell analysis. A linear strain field is constructed from the piecewise constant one. The present Sα-DSG3 is immune from shear locking. The Sα-DSG3 model possesses superconvergence property. Abstract: A superconvergent alpha finite element method (SαFEM) based on triangular mesh is presented for static and free vibration analysis of shell structures. In the SαFEM model, a linear strain field is re-constructed from the standard FEM piecewise constant strain field by devising a unique procedure with a tunable parameter α. The discretized system equations are then established based on the re-constructed strain field and the Hellinger-Reissner variational principle. By changing the value of the parameter α, our SαFEM can provide a proper softer stiffness leading to a "nearly exact" solution in strain energy norm. To avoid the transverse shear locking (caused by the Hellinger-Reissner theory), the discrete shear gap technique for triangular element (DSG3) is employed. From several typical numerical examples, it is demonstrated that the proposed Sα-FEM-DSG3 (or Sα-DSG3) possesses supercovergence property and can provide very accurate solutions for shell structures.