Journal: Structural Control and Health Monitoring

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Abbreviation

Struct Control Health Monit.

Publisher

Wiley

Journal Volumes

ISSN

1545-2255
1545-2263

Description

Search Results

Publications 1 - 10 of 12
  • Chatzis, Manolis N.; Chatzi, Eleni; Smyth, Andrew W. (2015)
    Structural Control and Health Monitoring
  • An, Yonghui; Chatzi, Eleni; Sim, Sung-Han; et al. (2019)
    Structural Control and Health Monitoring
  • Abbiati, Giuseppe; Lanese, Igor; Cazzador, Enrico; et al. (2019)
    Structural Control and Health Monitoring
  • Chatzi, Eleni; Smyth, Andrew W. (2013)
    Structural Control and Health Monitoring
  • Jian, Xudong; Lai, Zhilu; Xia, Ye; et al. (2022)
    Structural Control and Health Monitoring
    The identification of traffic loads, including the axle weight (AW) and the gross vehicle weight (GVW) of vehicles, plays an important role in bridge design refinement, safety evaluation, and maintenance strategies. Bridge weigh in motion (BWIM) is a promising technique to weigh vehicles passing through bridges. Though the state-of-the-art BWIM can accurately identify the GVW, unacceptable weighing errors are reported when identifying the AW of vehicles, particularly for those with closely spaced axles. To address the axle weighing problem, this paper aims to improve the performance of BWIM in weighing individual axle loads apart from the gross vehicle weight. The work first theoretically analyzes the possible sources of errors of existing BWIM algorithms, which are observational errors residing in the BWIM equation, no constraint imposed on individual axle loads, and ill-conditioned nature. Accordingly, three measures are taken to establish a novel robust BWIM algorithm, which is based on regularized total least squares, as well as imposing constraints on the relationship between axles. To validate the proposed algorithm, a series of weighing experiments are carried out on a high-fidelity vehicle-bridge scale model. The corresponding results indicate that the proposed BWIM algorithm significantly outperforms other existing BWIM algorithms in terms of the accuracy and robustness of identifying individual axle weight, while retaining satisfactory identification of the gross vehicle weight as well.
  • Cantero‐Chinchilla, Sergio; Papadimitriou, Costas; Chiachío, Juan; et al. (2022)
    Structural Control and Health Monitoring
    Sensing is the cornerstone of any functional structural health monitoring technology, with sensor number and placement being a key aspect for reliable monitoring. We introduce for the first time a robust methodology for optimal sensor configuration based on the value of information that accounts for (1) uncertainties from updatable and nonupdatable parameters, (2) variability of the objective function with respect to nonupdatable parameters, and (3) the spatial correlation between sensors. The optimal sensor configuration is obtained by maximizing the expected value of information, which leads to a cost-benefit analysis that entails model parameter uncertainties. The proposed methodology is demonstrated on an application of structural health monitoring in plate-like structures using ultrasonic guided waves. We show that accounting for uncertainties is critical for an accurate diagnosis of damage. Furthermore, we provide critical assessment of the role of both the effect of modeling and measurement uncertainties and the optimization algorithm on the resulting sensor placement. The results on the health monitoring of an aluminum plate indicate the effectiveness and efficiency of the proposed methodology in discovering optimal sensor configurations.
  • Tatsis, Konstantinos; Ou, Yaowen; Dertimanis, Vasilis; et al. (2021)
    Structural Control and Health Monitoring
    This paper constitutes the numerical companion of the experimental work on vibration-based monitoring of a small-scale wind turbine (WT) blade. In this second part, a numerical benchmark is established for condition assessmentof a Windspot 3.5-kW WT blade. The aim is to supplement the companion experimental work with a physical model exposed to diverse operational conditions, loading scenarios, and damage patterns that are not easily explorable and controllable in the laboratory. To this end, a finite element (FE) model of the considered blade is developed and subjected to a number of artificial damage scenarios, which are dynamically tested under both environmental and operational variability. The paper offers a detailed description of the numerical benchmark and the underlying assumptions, as well as the spectrum of operational conditions, the measured quantities, and the wind load model. Finally, we provide an overview and demonstration of the stand-alone application for time history analysis and generation of synthetic vibration data, which is made available via an open-access code in Sonkyo-Benchmark repository
  • Tatsis, Konstantinos E.; Ou, Yaowen; Dertimanis, Vasilis K.; et al. (2021)
    Structural Control and Health Monitoring
  • Miah, Mohammad S.; Chatzi, Eleni; Dertimanis, Vasilis K.; et al. (2016)
    Structural Control and Health Monitoring
  • Weber, Felix; Distl, Hans (2015)
    Structural Control and Health Monitoring
Publications 1 - 10 of 12