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Free and Forced Vibration Analysis in Abaqus Based on the Polygonal Scaled Boundary Finite Element Method
Author(s) -
Nan Ye,
Chao Su,
Yang Yang
Publication year - 2021
Publication title -
advances in civil engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.379
H-Index - 25
eISSN - 1687-8094
pISSN - 1687-8086
DOI - 10.1155/2021/7664870
Subject(s) - finite element method , boundary (topology) , benchmark (surveying) , vibration , computer science , structural engineering , eigenvalues and eigenvectors , mixed finite element method , stiffness , software , algorithm , mathematics , mathematical analysis , engineering , geology , physics , acoustics , geodesy , quantum mechanics , programming language
The polygonal scaled boundary finite element method (PSBFEM) is a novel approach integrating the standard scaled boundary finite element method and the polygonal mesh technique. In this work, a user-defined element (UEL) for dynamic analysis based on the PSBFEM is developed in the general finite element software ABAQUS. We present the main procedures of interacting with Abaqus, updating AMATRX and RHS, defining the UEL element, and solving the stiffness and mass matrices through eigenvalue decomposition. Several benchmark problems of free and forced vibration are solved to validate the proposed implementation. The results show that the PSBFEM is more accurate than the FEM with mesh refinement. Moreover, the PSBFEM avoids the occurrence of hanging nodes by constructing a polygonal mesh. Thus, the PSBFEM can choose an appropriate mesh resolution for different structures ensuring accuracy and reducing calculation costs.

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