基于Liouville方程的管节点疲劳寿命可靠度预测方法  

Tubular Joint Fatigue Life Reliability Prediction Method Based on Liouville Equation

作　　者：刘勇[1] 陈炉云[1] 易宏[1] 

机构地区：[1]上海交通大学船舶海洋与建筑工程学院,上海200240

出　　处：《上海交通大学学报》2014年第1期81-85,共5页Journal of Shanghai Jiaotong University

摘　　要：通过建立Liouville概率密度演化方程来求解疲劳裂纹扩展尺寸的概率密度函数,以预测海洋平台管节点疲劳寿命的可靠度.通过频域与时域计算相结合的方式分析交变应力的随机过程统计特性,采用基于标准正交基的随机过程展开法,将结构交变应力的随机过程分解为确定时间函数与独立随机变量系的线性组合形式,将裂纹扩展速率方程变换为第一类随机微分方程,从而建立了Liouville概率密度演化方程,并运用数值方法对其求解.同时,通过算例验证了该方法的有效性.结果表明,所提出的方法与Monte-Carlo模拟方法的计算结果较吻合.The offshore platform tubular joint fatigue life reliability prediction was achieved by employing the Liouville probability density evolution equation to obtain the fatigue crack probability density function （PDF）. In this method the statistical characteristics of alternating stress stochastic process was gained by combining frequency domain and time domain calculation. The expansion method of stochastic processes based on normalized orthogonal bases was employed to expand alternating stress stochastic process as line- ar combination of time functions and independent random variables. The crack propagation rate equation was converted into the first class of stochastic differential equations in order to set up the Liouville proba- bility density evolution equation, and the numerical analysis method was employed to solve it. The exam- ple verified the validity and simplicity of the proposed method.

关 键 词：海洋平台 管节点 疲劳裂纹 LIOUVILLE方程 裂纹扩展速率 

分 类 号：U661.4[交通运输工程—船舶及航道工程]