Frequency reliability analysis of large-scale high-dimensional stochastic structures

Verfasst von

Zhibao Zheng, Benjamin Hirzinger, Michael Beer, Udo Nackenhorst

Abstract

This article presents a numerical framework for frequency-based reliability analysis of series systems. Multiple failure modes are caused by different stochastic natural frequencies and excitation frequencies. The key of the proposed method relies on an efficient iterative solution algorithm for stochastic natural frequencies of structures, which provides stochastic frequency sample realizations cheaply and accurately. The failure probability of a series system can thus be calculated directly using these sample realizations. Furthermore, the Polynomial Chaos expansion is further used to represent the obtained sample realizations and generate a larger number of random samples to evaluate very small failure probabilities. More importantly, the proposed method only solves the original stochastic problem once and can be used to evaluate failure probabilities of different scenarios, which is different from existing methods that require recalculations for different limit state functions. Two engineering applications are given to show promising performance of the proposed method, even for very small failure probabilities of large-scale structures with high-dimensional random inputs.

Details

Organisationseinheit(en)
Institut für Baumechanik und Numerische Mechanik
Internationales GRK 2657: Methoden der Numerischen Mechanik in höheren Dimensionen
Institut für Risiko und Zuverlässigkeit
Externe Organisation(en)
SSF Ingenieure AG
The University of Liverpool
Tongji University
Typ
Artikel
Journal
Reliability Engineering and System Safety
Band
269
ISSN
0951-8320
Publikationsdatum
05.2026
Publikationsstatus
Veröffentlicht
Peer-reviewed
Ja
ASJC Scopus Sachgebiete
Sicherheit, Risiko, Zuverlässigkeit und Qualität, Wirtschaftsingenieurwesen und Fertigungstechnik
Elektronische Version(en)
https://doi.org/10.1016/j.ress.2025.112078 (Zugang: Offen )