海底管道跨段波致疲劳可靠性研究

Zhongying Han, S. Xue, Xiaoguang Huang
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引用次数: 1

摘要

基于随机振动通道理论和可靠性理论,研究了海底管道跨桥在波浪作用下的疲劳可靠性。利用断裂力学原理建立了管道跨段疲劳失效判据,并将跨段疲劳失效作为首道问题。将长期随机海况视为用瑞利分布描述的若干离散短期海况。采用模态法推导了管道跨在短期状态下的应力响应谱。利用泊松模型计算了跨度在短期状态下随机应力响应的期望交叉比,从而确定了总疲劳可靠度。通过实例研究了跨长、设计寿命、初始裂纹尺寸、断裂韧性和裂纹参数对可靠性的影响。疲劳可靠性变化曲线可用于海底管道设计会议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wave-Induced Fatigue Reliability Study of Submarine Pipeline Span by First Passage Failure Approach
Fatigue reliability of submarine pipeline spans under the wave is study based on passage theory of stochastic vibration and reliability theory. A failure criterion is established by fracture mechanics principle and the fatigue failure of the pipeline span is coined as a first passage problem. The long-term stochastic sea state is treated as several discrete short-term states that are described by Rayleigh distributions. Modal approach is used to derive the stress response spectrum of pipeline span under the short-term states. The ratios of expectation crossings of span's stochastic stress responses under the short-term states are calculated by using Poisson model, and then the total fatigue reliability is ascertained. The effects of span length, design life, initial crack size, fracture toughness and crack parameters to reliability are studied by examples. Fatigue reliability changing curve can be used for conference of submarine pipeline design.
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