Free vibration analysis of thin-walled folded structures employing Galerkin-based RKPM and stabilized nodal integration methods

Tanaka Satoyuki

Ejima Shion

Wang Hanlin

Sadamoto Shota

Engineering Analysis with Boundary Elements

A Galerkin-based meshfree flat shell formulation is chosen to study natural frequency and eigenmode of thin-walled folded structures. Reproducing kernel is used as the interpolation function. Stabilized conforming nodal integration is employed for numerical integration of the weak form. Additionally, sub-domain stabilized conforming integration is adopted for the folded region to integrate the stiffness matrix accurately. The first order shear deformation theory is utilized considering in-plane deformation, out-of-plane deformation and drilling components. The singular kernel function is introduced to effectively handle the folded geometry. An advanced free vibration simulation can be achieved. Accuracy and effectiveness of the meshfree modeling are demonstrated through the numerical examples.

Folded shell structure

Free vibration

Reproducing kernel particle method

Nodal integration

First order shear deformation theory

英語

Elsevier

© 2024. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/

This is not the published version. Please cite only the published version.

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[DOI] https://doi.org/10.1016/j.enganabound.2024.03.021 ～の異版である