Validation of an FE model updating procedure for damage assessment using a modular laboratory experiment with a reversible damage mechanism
نویسندگان
چکیده
Abstract In this work, the systematic validation of a deterministic finite element (FE) model updating procedure for damage assessment is presented using self-developed modular laboratory experiment. A fundamental, methods rarely conducted and in many experimental investigations, only one type defect introduced at position. Often, inserted irreversible inspections are performed visually. Thus, and, with it, results method considered often not entirely analyzed terms quantity quality. To address shortcoming, steel cantilever beam designed nine reversible positions option to insert different scenarios controlled manner. The measurement data made available open-access form which enables methods. demonstrate such experiment, FE previously by authors applied extended. approach uses parameterized distribution functions update stiffness properties structure considered. mathematical formulation allows an that independent mesh resolution free assumptions about location while needing few design variables. based on eigenfrequency deviations. show precise localization within $$\pm \, {0.05}{\textrm{m}}$$ ± 0.05 m correct relative quantification three With that, first, it shown suitable assessment. Second, work demonstrates opportunity introduce several distinctly defined types severities into experiment generally
منابع مشابه
assessment of the park- ang damage index for performance levels of rc moment resisting frames
چکیده هدف اصلی از طراحی لرزه ای تامین ایمنی جانی در هنگام وقوع زلزله و تعمیر پذیر بودن سازه خسارت دیده، پس از وقوع زلزله است. تجربه زلزله های اخیر نشان داده است که ساختمان های طراحی شده با آیین نامه های مبتنی بر نیرو از نظر محدود نمودن خسارت وارده بر سازه دقت لازم را ندارند. این امر سبب پیدایش نسل جدید آیین نامه های مبتنی بر عملکرد شده است. در این آیین نامه ها بر اساس تغییرشکل های غیرارتجاعی ...
15 صفحه اولProbabilistic damage assessment of a seven-story RC building slice using Bayesian FE model updating
In this paper, Bayesian finite element (FE) model updating is applied for uncertainty quantification in the multi-stage damage assessment of a seven-story reinforced building slice. The results of the Bayesian updating scheme are analyzed using a detailed uncertainty and resolution analysis which involves computing the posterior statistics and solving an eigenvalue problem. It is shown that the...
متن کاملDAMAGE IDENTIFICATION OF TRUSSES BY FINITE ELEMENT MODEL UPDATING USING AN ENHANCED LEVENBERG-MARQUARDT ALGORITHM
This paper presents an efficient method for updating the structural finite element model. Model updating is performed through minimizing the difference of recorded acceleration of real damaged structure and hypothetical damaged structure, by updating physical parameters in each phase using iterative process of Levenberg-Marquardt algorithm. This algorithm is based on sensitivity analysis and pr...
متن کاملAPPLICATION OF FINITE ELEMENT MODEL UPDATING FOR DAMAGE ASSESSMENT OF SPACE STRUCTURE USING CHARGED SYSTEM SEARCH ALGORITHM
Damage assessment is one of the crucial topics in the operation of structures. Multiplicities of structural elements and joints are the main challenges about damage assessment of space structure. Vibration-based damage evaluation seems to be effective and useful for application in industrial conditions and the low-cost. A method is presented to detect and assess structural damages from changes ...
متن کاملStructural Damage Assessment Via Model Updating Using Augmented Grey Wolf Optimization Algorithm (AGWO)
Some civil engineering-based infrastructures are planned for the Structural Health Monitoring (SHM) system based on their importance. Identifiction and detecting damage automatically at the right time are one of the major objectives this system faces. One of the methods to meet this objective is model updating whit use of optimization algorithms in structures.This paper is aimed to evaluate the...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Civil Structural Health Monitoring
سال: 2023
ISSN: ['2190-5452', '2190-5479']
DOI: https://doi.org/10.1007/s13349-023-00701-9