CAJ | 학술논문

为保证服役后期平台在延寿服役期内的安全性,需要对其结构整体剩余寿命可靠度进行预测. 因此,文章重点研究了在随机波浪载荷作用下平台部分构件动力失效和疲劳失效时,平台整体时变可靠度预测方法. 采用Miner线性累积损伤理论和首次超越失效准则,计算平台构件的疲劳寿命可靠度和动力可靠度,搜索并删除失效概率较大的构件,运用波浪增量动力分析法找出平台结构所能承受的极限波浪载荷,再结合服役海域波浪统计资料,计算平台结构系统整体时变可靠度以预测其剩余寿命. 文中算例表明了该方法的实用性和简便性.
위보증복역후기평태재연수복역기내적안전성,수요대기결구정체잉여수명가고도진행예측. 인차,문장중점연구료재수궤파랑재하작용하평태부분구건동력실효화피로실효시,평태정체시변가고도예측방법. 채용Miner선성루적손상이론화수차초월실효준칙,계산평태구건적피로수명가고도화동력가고도,수색병산제실효개솔교대적구건,운용파랑증량동력분석법조출평태결구소능승수적겁한파랑재하,재결합복역해역파랑통계자료,계산평태결구계통정체시변가고도이예측기잉여수명. 문중산례표명료해방법적실용성화간편성.
To ensure the post-service platform security in the late service period, it is necessary to predict platform structure residual life reliability. In this paper, platform global time-varying reliability resulting from component dynamic failure and fatigue failure under random wave loads are studied. Component fatigue reli-ability and dynamic reliability are calculated according to Miner linear cumulative damage theory and first crossing failure criteria, components with larger failure probability are searched and deleted. The wave in-cremental dynamic analysis is used to find the limiting wave height that the platform could bear. Finally, combining with the wave statistics, platform global structure time-varying reliability is calculated to predict the residual life. The example shows the practicality and simplicity of the proposed method.