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Reliability of marine structures under scheduled inspections using Bayesian analysis.

机译:使用贝叶斯分析进行定期检查的海洋结构的可靠性。

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摘要

Fatigue is a dominant failure mode of modern offshore structures. Because of the great investment in each structure and concern over the consequences of structural failure, owners must periodically inspect and maintain their structures in order to ensure continued serviceability. A good inspection and record keeping system can provide feedback to revise the inspection and maintenance program to reduce its overall cost and increase its effectiveness. In this dissertation probabilistic methodologies are developed for reliability analyses of fatigue critical components under scheduled maintenance in service. Fatigue cracking is represented probabilistically in terms of (1) crack initiation, (2) crack growth, and (3) the ability to detect cracks during inspections. Bayesian analysis provides a tool for incorporating the results of inspections into the inspection program itself, in order to maintain the structure at or above a specified level of structural reliability. The occurrence and growth of fatigue cracks is modeled in terms of statistical distributions with uncertain parameters representing the three aspects identified above, and which are updated based upon inspection results. Possible inspection results for fatigue critical locations are expressed in terms of mutually exclusive events, which provide for calculating the structural reliability of a critical location at a specified time after each inspection. A numerical example demonstrating the procedures for determining inspection intervals incorporating previous inspection results has been carried out for cases with all three uncertain parameters. A study has been carried out for additional cases using any two of the three uncertain parameters to determine how well the uncertain parameters can be estimated under such limiting conditions.
机译:疲劳是现代海上结构的主要失效模式。由于在每个结构上的大量投资以及对结构故障后果的担忧,业主必须定期检查和维护其结构,以确保持续的可维护性。一个好的检查和记录保存系统可以提供反馈,以修订检查和维护程序,以降低其总体成本并提高其有效性。在本文中,开发了概率方法,用于按计划维护中疲劳关键部件的可靠性分析。疲劳裂纹的概率性表示为(1)裂纹萌生,(2)裂纹扩展和(3)在检查过程中检测裂纹的能力。贝叶斯分析提供了一种将检查结果纳入检查程序本身的工具,以使结构保持在结构可靠性的指定水平或更高。根据统计分布对疲劳裂纹的发生和增长进行建模,其中统计参数的不确定性代表了上述三个方面,并根据检查结果进行了更新。疲劳关键位置的可能检查结果以互斥事件表示,这可以在每次检查后的指定时间计算关键位置的结构可靠性。对于所有三个不确定参数的情况,已经进行了一个数值示例,该示例演示了确定包含先前检查结果的检查间隔的程序。已经使用三个不确定性参数中的任何两个对其他情况进行了研究,以确定在这种限制条件下可以对不确定性参数进行估计的程度。

著录项

  • 作者

    Spencer, John Sherman.;

  • 作者单位

    The George Washington University.;

  • 授予单位 The George Washington University.;
  • 学科 Engineering Civil.
  • 学位 D.Sc.
  • 年度 1989
  • 页码 103 p.
  • 总页数 103
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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