船舶与海洋工程
船舶與海洋工程
선박여해양공정
Shanghai Shipbuilding
2015年
4期
22-25
,共4页
自升式平台%结构%强度%应力%位移
自升式平檯%結構%彊度%應力%位移
자승식평태%결구%강도%응력%위이
jack-up platform%structure%strength%stress%displacement
自升式平台在海洋石油开发中被广泛应用,为保障平台在各类海况中正常工作,其结构强度是安全评估的重要依据.以渤海海区的自然环境条件为设计背景,考虑风载荷、流载荷、冰载荷和波浪载荷等环境载荷,以及载荷沿横向、纵向和斜向作用时,对平台的结构强度进行有限元分析,计算平台桩腿和主体结构在不同工况下的应力与变形,表明平台主体和桩腿上最大应力发生在风冰载荷横向作用的工况;在横向外载荷的作用下,桩腿靠近泥面的部分和固桩室附近受到的应力大,应进行局部加强;平台主体部分局部载荷较大的甲板区域也应加强;纵向构件必须满足强度要求才能确保平台承载的最大应力.综合计算结果,为该平台结构的优化设计和安全评估提供参考.
自升式平檯在海洋石油開髮中被廣汎應用,為保障平檯在各類海況中正常工作,其結構彊度是安全評估的重要依據.以渤海海區的自然環境條件為設計揹景,攷慮風載荷、流載荷、冰載荷和波浪載荷等環境載荷,以及載荷沿橫嚮、縱嚮和斜嚮作用時,對平檯的結構彊度進行有限元分析,計算平檯樁腿和主體結構在不同工況下的應力與變形,錶明平檯主體和樁腿上最大應力髮生在風冰載荷橫嚮作用的工況;在橫嚮外載荷的作用下,樁腿靠近泥麵的部分和固樁室附近受到的應力大,應進行跼部加彊;平檯主體部分跼部載荷較大的甲闆區域也應加彊;縱嚮構件必鬚滿足彊度要求纔能確保平檯承載的最大應力.綜閤計算結果,為該平檯結構的優化設計和安全評估提供參攷.
자승식평태재해양석유개발중피엄범응용,위보장평태재각류해황중정상공작,기결구강도시안전평고적중요의거.이발해해구적자연배경조건위설계배경,고필풍재하、류재하、빙재하화파랑재하등배경재하,이급재하연횡향、종향화사향작용시,대평태적결구강도진행유한원분석,계산평태장퇴화주체결구재불동공황하적응력여변형,표명평태주체화장퇴상최대응력발생재풍빙재하횡향작용적공황;재횡향외재하적작용하,장퇴고근니면적부분화고장실부근수도적응력대,응진행국부가강;평태주체부분국부재하교대적갑판구역야응가강;종향구건필수만족강도요구재능학보평태승재적최대응력.종합계산결과,위해평태결구적우화설계화안전평고제공삼고.
The Jack-up platforms have wide applications in offshore oil exploration. In order to guarantee its normal operation under various sea conditions, the structural strength is an important basis for the safety assessment. Taking the environmental conditions in Bohai area as the design background, the wind, current, ice and wave environmental loads are considered. The structural strength analyses based on finite element method are performed for loads acting transversely, longitudinally and obliquely. The stress and deformation of the platform legs and main structures under various loading conditions are calculated, which show that the maximum stress occurs under transversal wind and ice loading condition. And under the transversal outer load, the leg section near the mud surface and the spud can area will be under high stress and require local strengthening. The deck areas of the main platform with big local load should also be strengthened. The longitudinal components must meet the strength requirements to ensure the platform to bear the maximum stress. Based on the calculation results, some references are provided for the structural design optimization and safety assessment of this type of platforms.