TY - JOUR
T1 - A new strategy for finite-element analysis of shell structures using trimmed quadrilateral shell meshes
T2 - A paving and cutting algorithm and a pentagonal shell element
AU - Ho-Nguyen-Tan, Thuan
AU - Kim, Hyun Gyu
N1 - Publisher Copyright:
Copyright © 2017 John Wiley & Sons, Ltd.
PY - 2018/4/6
Y1 - 2018/4/6
N2 - In this paper, we present a novel scheme to generate trimmed quadrilateral shell meshes using a paving and cutting algorithm. Paving with well-shaped quadrilateral shell elements is initiated from a seed element placed in the interior of a geometric surface and proceeds around the boundary of the paved mesh in all directions. The paved all-quadrilateral mesh covering the entire domain is cut by the boundaries of a geometric surface. Pentagonal shell elements are created by cutting the corners of quadrilateral shell elements at the domain boundaries. Pentagonal shape functions are constructed using Wachspress coordinates, and assumed natural strains in the form of the mixed interpolation of tensorial components approach are employed to avoid the transverse shear locking of pentagonal shell elements. Several numerical examples are investigated to show the effectiveness of the present method.
AB - In this paper, we present a novel scheme to generate trimmed quadrilateral shell meshes using a paving and cutting algorithm. Paving with well-shaped quadrilateral shell elements is initiated from a seed element placed in the interior of a geometric surface and proceeds around the boundary of the paved mesh in all directions. The paved all-quadrilateral mesh covering the entire domain is cut by the boundaries of a geometric surface. Pentagonal shell elements are created by cutting the corners of quadrilateral shell elements at the domain boundaries. Pentagonal shape functions are constructed using Wachspress coordinates, and assumed natural strains in the form of the mixed interpolation of tensorial components approach are employed to avoid the transverse shear locking of pentagonal shell elements. Several numerical examples are investigated to show the effectiveness of the present method.
KW - assumed natural strain method
KW - degenerated shell elements
KW - paving algorithm
KW - pentagonal shell elements
KW - quadrilateral shell meshes
UR - https://www.scopus.com/pages/publications/85043686250
U2 - 10.1002/nme.5730
DO - 10.1002/nme.5730
M3 - Article
AN - SCOPUS:85043686250
SN - 0029-5981
VL - 114
SP - 1
EP - 27
JO - International Journal for Numerical Methods in Engineering
JF - International Journal for Numerical Methods in Engineering
IS - 1
ER -