TY - JOUR
T1 - A new type of high-order elements based on the mesh-free interpolations
AU - Hu, Dean
AU - Wang, Yigang
AU - Zhan, Haifei
AU - Long, Shuyao
PY - 2016
Y1 - 2016
N2 - We propose a new type of high-order elements that incorporates the mesh-free Galerkin formulations into the framework of Finite Element Method. Traditional polynomial interpolation is replaced by mesh-free interpolations in the present high-order elements, and the strain smoothing technique is used for integration of the governing equations based on smoothing cells. The properties of high-order elements, which are influenced by the basis function of mesh-free interpolations and boundary nodes, are discussed through numerical examples. It can be found that the basis function has significant influence on the computational accuracy and upper-lower bounds of energy norm, when the strain smoothing technique retains the softening phenomenon. This new type of high-order elements shows good performance when quadratic basis functions are used in the mesh-free interpolations and present elements prove advantageous in adaptive mesh and nodes refinement schemes. Furthermore, it shows less sensitive to the quality of element because it uses the mesh-free interpolations and obeys the Weakened Weak (W2) formulation as introduced in Liu (2010) [3,5].
AB - We propose a new type of high-order elements that incorporates the mesh-free Galerkin formulations into the framework of Finite Element Method. Traditional polynomial interpolation is replaced by mesh-free interpolations in the present high-order elements, and the strain smoothing technique is used for integration of the governing equations based on smoothing cells. The properties of high-order elements, which are influenced by the basis function of mesh-free interpolations and boundary nodes, are discussed through numerical examples. It can be found that the basis function has significant influence on the computational accuracy and upper-lower bounds of energy norm, when the strain smoothing technique retains the softening phenomenon. This new type of high-order elements shows good performance when quadratic basis functions are used in the mesh-free interpolations and present elements prove advantageous in adaptive mesh and nodes refinement schemes. Furthermore, it shows less sensitive to the quality of element because it uses the mesh-free interpolations and obeys the Weakened Weak (W2) formulation as introduced in Liu (2010) [3,5].
KW - Galerkin methods
KW - finite element method
KW - interpolations
UR - http://handle.westernsydney.edu.au:8081/1959.7/uws:39439
U2 - 10.1016/j.enganabound.2016.01.001
DO - 10.1016/j.enganabound.2016.01.001
M3 - Article
SN - 0955-7997
VL - 65
SP - 63
EP - 71
JO - Engineering Analysis with Boundary Elements
JF - Engineering Analysis with Boundary Elements
ER -