Transient Dynamic Analysis of Composite Vertical Tail Structures Under Transportation-Induced Vibration Loads
The potential damage to aviation products caused by vibration and shock during road transportation has long been overlooked, despite structural failure under dynamic loading emerging as a critical technical challenge affecting product reliability. For aviation components, both stress and vibration analysis are essential prerequisites prior to formal assembly. This study investigates a symmetric vertical tail, a common aviation structure, employing an innovative model group analysis method to characterize its dynamic stress and strain distributions under real transportation conditions. Experimental measurements of vibration acceleration and impact loads during transport served as input data for constructing a numerical model based on stress and vibration theory. The model elucidates the mechanical responses of the tail in both modal and vibrational states, enabling effectively evaluation of dynamic vibrations on the tail and its critical subcomponents during road transport. The findings provide actionable insights for optimizing aviation component packaging design, mitigating vibration-induced damage, and enhancing transportation safety.
Authors
- Yingming Wang (ORCID: https://orcid.org/0009-0006-8680-7789)
- Zhenkun Lei (ORCID: https://orcid.org/0000-0002-4077-4305)
- Weidong Yu (ORCID: https://orcid.org/0000-0003-2503-2415)
- Sen Li (ORCID: https://orcid.org/0000-0002-5088-6191)
- Dawei Wang (ORCID: https://orcid.org/0000-0003-1064-3715)
- L. Pang (ORCID: https://orcid.org/0000-0001-9436-5518)
- Wubing Yang
- Wei Xing Zheng (ORCID: https://orcid.org/0000-0002-0572-5938)
- Zhuang Xing
Institutions
- Commercial Aircraft Corporation of China (China) (CN)
- Dalian University of Technology (CN)
- Craft Group (China) (CN)
Publication Details
- Journal
- Symmetry
- Published
- 2025-07-24
- DOI
- https://doi.org/10.3390/sym17081182
- Primary Topic
- Structural Engineering and Vibration Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00