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Optimal Design of Equivalent Water Depth Truncated Mooring System Based on Baton Pattern Simulated Annealing Algorithm简 总被引：2，自引：2，他引：0
The highest similarity degree of static characteristics including both horizontal and vertical restoring force-displacement characteristics of total mooring system, as well as the tension-displacement characteristics of the representative single mooring line between the truncated and full depth system are obtained by annealing simulation algorithm for hybrid discrete variables （ASFHDV, in short）. A“baton” optimization approach is proposed by utilizing ASFHDV. After each baton of optimization, if a few dimensional variables reach the upper or lower limit, the boundary of certain dimensional variables shall be expanded. In consideration of the experimental requirements, the length of the upper mooring line should not be smaller than 8 m, and the diameter of the anchor chain on the bottom should be larger than 0.03 m. A 100000 t turret mooring FPSO in the water depth of 304 m, with the truncated water depth being 76 m, is taken as an example of equivalent water depth truncated mooring system optimal design and calculation, and is performed to obtain the conformation parameters of the truncated mooring system. The numerical results indicate that the present truncated mooring system design is successful and effective. 相似文献
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一种新型深海海洋平台——几何形Spar和集成浮力桶的试验研究 总被引：8，自引：1，他引：8
介绍了一种新型深海海洋平台——几何形Spar壳体概念和集成浮力桶立管支撑概念，并与常规Spar和桁架式Spar进行了比较。为测定多角形Spar和集成浮力桶在不同环境条件下运动响应的总体性能，设计并完成了在海洋工程水池中的模型试验，此类试验在国内尚属首次。 相似文献
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基于ABAQUS/AQUA模块,当Spar平台发生涡激运动时,对与平台相连接的柔性立管进行时域动态响应分析,得到了不同折合速度下柔性立管的应力响应曲线.对立管触地区域和悬垂段进行了细化的分析,并利用S-N曲线和Miner线性累积损伤理论对平台涡激运动引起的柔性立管疲劳损伤进行了计算.研究结果表明:平台涡激运动对立管触地区域和悬垂段的影响较大,这两部分最容易在长时间的工作中产生疲劳损伤.特别是平台运动到近点时,立管触地区域受到的应力急剧增加,这个区域是立管工作的危险区域,应该特别注意.该研究结论可以作为立管结构设计和海底铺设时的参考,通过增加立管触地区域的结构强度和优化铺设方式,从而来提高立管的疲劳寿命和系统的安全性. 相似文献
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In this paper,an inner turret moored FPSO which works in the water of 320 m depth,is selected to study the so-called "passively-truncated numerical-simulation" type of hybrid model testing technique while the truncated water depth is 160 m and the model scale λ=80.During the investigation,the optimization design of the equivalent-depth truncated system is performed by using the similarity of the static characteristics between the truncated system and the full depth one as the objective function.According to the truncated system,the corresponding physical test model is made.By adopting the coupling time domain simulation method,the truncated system model test is numerically reconstructed to carefully verify the computer simulation software and to adjust the corresponding hydrodynamic parameters.Based on the above work,the numerical extrapolation to the full depth system is performed by using the verified computer software and the adjusted hydrodynamic parameters.The full depth system model test is then performed in the basin and the results are compared with those from the numerical extrapolation.At last,the implementation procedure and the key technique of the hybrid model testing of the deep-sea platforms are summarized and printed.Through the above investigations,some beneficial conclusions are presented. 相似文献
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