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Non-Gaussian stochastic dynamic response and fatigue of offshore structures.

机译:非高斯随机动力响应和海上结构疲劳。

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摘要

The primary objective of this study is to investigate non-Gaussian aspects of the dynamic response and fatigue damage prediction for offshore structures subjected to random wave loadings. One way of characterizing non-Gaussianity is to use moments higher than the second, thus kurtosis or the coefficient of excess and skewness are used to measure the degree of non-Gaussianity in this study. The hydrodynamic wave loading is modeled by the nonlinear Morison equation including fluid-structure interaction effects. Fatigue damage is calculated by using both analytical and simulation methods based on applying the Palmgren-Miner hypothesis to the dynamic response of a linear single degree of freedom structural model.; An improved simulation procedure is developed to generate the random wave force and response time histories for the nonlinear interactive fluid-structure system. Compared to the usual simulation procedure, this method gives a better combination of reduced simulation time and accurate estimates of the high order time average moments which are related to non-Gaussian effects. For both compliant and fixed offshore structures, the response kurtosis is obtained analytically by using the Fourier transformation and inverse Fourier transformation method and a linear filter approach using state space analysis. An improved analytical model is presented for predicting the fatigue damage induced by the nonlinear interactive Morison equation wave loading.; In addition to the non-Gaussian effect, other characteristics of the stress time history which are related to stochastic fatigue life prediction are also studied. It is found that the response rms has the most significant effect on fatigue damage, the non-Gaussian effect is second in importance, and the effects of using simplified Morison equation models to estimate response average frequency and spectral bandwidth are generally less significant. In particular, neglecting the non-Gaussian effect may result in significantly unconservative fatigue damage prediction while neglecting the spectral bandwidth effect gives results on the conservative side. The skewness is found to be less important than kurtosis for non-Gaussian fatigue life prediction.
机译:这项研究的主要目的是研究承受随机波浪载荷的海上结构动力响应和疲劳损伤预测的非高斯方面。表征非高斯性的一种方法是使用比第二个高的矩,因此在本研究中,峰度或超额系数和偏度系数用于衡量非高斯性的程度。流体动力学波载荷是通过非线性莫里森方程建模的,该方程包括流固耦合效应。通过将Palmgren-Miner假设应用于线性单自由度结构模型的动力响应,通过使用分析和模拟方法来计算疲劳损伤。开发了一种改进的仿真程序来生成非线性交互式流体结构系统的随机波力和响应时间历史。与通常的仿真程序相比,此方法可将减少的仿真时间和与非高斯效应相关的高阶时间平均矩的准确估计更好地结合在一起。对于顺应性结构和固定式海上结构,通过使用傅立叶变换和傅立叶逆变换方法以及使用状态空间分析的线性滤波方法来解析地得出响应峰度。提出了一种改进的分析模型,用于预测非线性交互式莫里森方程波载荷引起的疲劳损伤。除了非高斯效应外,还研究了应力时程的其他与随机疲劳寿命预测有关的特征。结果表明,响应均方根值对疲劳损伤的影响最大,非高斯效应的重要性次之,使用简化的Morison方程模型估算响应平均频率和频谱带宽的影响通常不太显着。特别是,忽略非高斯效应可能会导致疲劳保守性预测非常不保守,而忽略频谱带宽效应则会在保守方面产生结果。对于非高斯疲劳寿命预测,发现偏度不如峰度重要。

著录项

  • 作者

    Wang, Jin.;

  • 作者单位

    Texas A&M University.;

  • 授予单位 Texas A&M University.;
  • 学科 Engineering Mechanical.; Engineering Civil.
  • 学位 Ph.D.
  • 年度 1992
  • 页码 187 p.
  • 总页数 187
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 机械、仪表工业;建筑科学;
  • 关键词

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