跳到主要导航 跳到搜索 跳到主要内容

A novel implementation of efficient inertia relief analysis using smoothed finite element method for unconstrained structures

  • Shuhao Huo
  • , Shuai Zhu
  • , Minyang Liu
  • , Yingchun Bai*
  • , Qiong Wang
  • , Peng Ren
  • *此作品的通讯作者
  • Taiyuan University of Technology
  • Beijing Institute of Technology
  • Inc.

科研成果: 期刊稿件 › 文章 › 同行评审

摘要

Inertia relief analysis is essential for simulating unconstrained structures subjected to external loads, such as aerospace and automotive systems, where traditional displacement boundary conditions are infeasible. This study systematically integrates the inertia relief technology into the framework of Smooth Finite Element Method (S-FEM). Key contributions include a stabilized S-FEM formulation for inertia relief, and a systematic comparison of computational performance against standard FEM. By smoothing strain fields at element boundaries, S-FEM enhances solution accuracy and mesh adaptability. Approaches for handling inertia relief in cases with and without fictitious constraints are presented, effectively eliminating the rigid-body modes of free-floating systems. Using the mass center of the structure as the reference point, the global acceleration vector is constructed via the rigid-body mode matrix. The consistent mass matrix is adopted instead of the lumped mass matrix to ensure the accuracy of inertial force calculations. The high-performance Pardiso solver is employed to efficiently resolve the resulting symmetric indefinite linear systems, which provides stable and efficient support for solving complex models. Five benchmark cases are utilized to demonstrate the efficiency of the proposed method. Results underscore the framework’s potential for industrial applications requiring rapid analysis of mobile structures without artificial constraints.

源语言英语
文章编号106770
期刊Engineering Analysis with Boundary Elements
卷188
DOI
出版状态已出版 - 7月 2026
已对外发布是

学术指纹

探究 'A novel implementation of efficient inertia relief analysis using smoothed finite element method for unconstrained structures' 的科研主题。它们共同构成独一无二的学术指纹。

引用此

Baidu
map