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Reliability assessment, performance prediction and life-cycle management of fatigue sensitive structures based on field test data.

机译:基于现场测试数据的疲劳敏感结构的可靠性评估,性能预测和生命周期管理。

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摘要

In the analysis of structural deterioration processes of steel bridges, fatigue is one of the primary safety concerns. Therefore, fatigue performance assessment and life-cycle prediction have to be used throughout the anticipated service life of fatigue sensitive structures for mitigating fatigue damage and preventing sudden fatigue failure. The preservation of long-term satisfactory structural performance by using optimal maintenance-management interventions under uncertainty is more effectively achieved by the integration of structural health monitoring (SHM) data in the prediction models.;The main goal of this study is to develop efficient probabilistic approaches for the reliability assessment, performance prediction, and life-cycle management of fatigue sensitive bridge and ship structures by incorporating SHM data. In order to achieve this goal, SHM data for existing structures are used in investigating the current practices and methodologies associated with performance assessment and life-cycle maintenance-management of fatigue sensitive structures.;In order to quantify the performance of bridge or ship structures, the time-dependent reliability assessment and lifetime performance prediction for fatigue are investigated. A novel approach for reliability assessment, performance prediction and life-cycle management of fatigue sensitive structures by integrating the SHM data is proposed. Integrating probabilistic lifetime sea loads obtained from model test data into fatigue performance assessment of high-speed ship structures is also proposed. An approach for the reliability-based bridge maintenance interventions by incorporating both crack growth and probability of detection models is developed. Methods for the optimization of life-cycle maintenance of structural systems sensitive to fatigue by considering reliability-based performance measures are developed as well. Finally, an approach for the system-based reliability assessment and prediction of ship structures is presented.;The suitability and applicability of the proposed probability-based approach are illustrated on bridge and ship structures including existing highway bridges, a joint high-speed sealift ship, an aluminum crew boat, and a single hull girder ship. These applications demonstrate that damage identification and remedies for fatigue sensitive structures under uncertainty are more rationally performed by integrating SHM data into the time-dependent reliability assessment, performance prediction, and life-cycle management interventions.
机译:在分析钢桥结构劣化过程时,疲劳是主要的安全隐患之一。因此,必须在疲劳敏感结构的整个预期使用寿命中使用疲劳性能评估和寿命周期预测,以减轻疲劳损伤并防止突然的疲劳失效。通过在预测模型中整合结构健康监测(SHM)数据,可以更有效地实现在不确定情况下使用最佳维护管理干预措施来保持长期满意的结构性能。本研究的主要目标是开发有效的概率方法。 SHM数据进行疲劳敏感桥梁和船舶结构可靠性评估,性能预测和生命周期管理的方法。为了实现此目标,现有结构的SHM数据用于调查与疲劳敏感结构的性能评估和生命周期维护管理相关的当前实践和方法。为了量化桥梁或船舶结构的性能,研究了疲劳的时间相关可靠性评估和寿命性能预测。提出了一种通过整合SHM数据进行疲劳敏感结构可靠性评估,性能预测和寿命周期管理的新方法。还提出了将从模型测试数据中获得的概率寿命海载荷纳入高速船结构疲劳性能评估的方法。通过结合裂纹扩展和检测概率模型,开发了一种基于可靠性的桥梁维护干预措施。还开发了通过考虑基于可靠性的性能指标来优化对疲劳敏感的结构系统的生命周期维护的方法。最后,提出了一种基于系统的船舶结构可靠性评估和预测的方法。阐述了基于概率的方法在桥梁和船舶结构上的适用性和适用性,包括现有的公路桥梁,一艘联合高速海运船,一艘铝制乘员船和一艘船体大梁船。这些应用表明,通过将SHM数据集成到时间相关的可靠性评估,性能预测和生命周期管理干预中,可以更加合理地执行不确定性条件下疲劳敏感结构的损伤识别和补救措施。

著录项

  • 作者

    Kwon, Kihyon.;

  • 作者单位

    Lehigh University.;

  • 授予单位 Lehigh University.;
  • 学科 Engineering Civil.;Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2011
  • 页码 413 p.
  • 总页数 413
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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