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海洋平台结构系统静强度可靠性分析
引用本文:邓洪洲,孙秦,杨庆雄.海洋平台结构系统静强度可靠性分析[J].中国海上油气(工程),1995(5).
作者姓名:邓洪洲  孙秦  杨庆雄
作者单位:西北工业大学,西北工业大学,西北工业大学 陕西西安 710061,陕西西安 710061,陕西西安 710061
摘    要:本文研究了对三维模型的导管架平台结构系统静强度可靠性评估方法。在极值载荷条件下,分别以极限冲剪应力及屈曲临界应力作为管节点及杆件的极限强度,采用增量载荷法建立破坏模式安全裕量方程。同时研究了求取结构系统主要失效模式的自动算法及计算系统失效概率的方法。作为一个算例,运用作者开发的计算机程序,对一固定式导管架平台进行了可靠性分析,验证了本方法对开展三维模型平台结构系统静强度可靠性评估是可行的。

关 键 词:海上平台  结构系统  静强度  可靠性分析

Analysis of Static Strength Reliability for Offshore Platform Structure System
Deng Hongzhou,Sun Qin,Yang Qingxiong.Analysis of Static Strength Reliability for Offshore Platform Structure System[J].China Offshore Oil and Gas(Engineering),1995(5).
Authors:Deng Hongzhou  Sun Qin  Yang Qingxiong
Abstract:This paper studies the evaluation method of static strength reliability on 3-dimensional model for off-shore platform structure system. Under the condition of extreme loading, limiting punching shear and critical buckling stress , are used separately as the limit strength of pipe joint and structural member, and the incre-mental loading method are adopted to establish a safety allowance equation for destruction model. And in the same time , the paper also studies the automatic calculating method for the main failure model of the structure system and the method of failure probability of the calculating system. As an example, applying the computer program developed by the author, the realiability of a fixed jacket platform is analysed, and thereby this method is verified to be feasible for evaluating static strength reliability of platform structure system of 3-di-mensional model.
Keywords:offshore platform  structure system  static strength  reliability analysis
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