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ZH25型抓斗装卸桥结构安全性评价 总被引:2,自引:0,他引:2
针对广州港在役期的老龄大型设备ZH25抓斗装卸桥结构的状态,首先应用有限元方法对该机主体结构及机房平台的应力状态进行分析,然后应用结构安全性评价中的劣化指数概念,通过实测对整机结构的开裂、锈蚀、维修、疲劳等情况及静动态强度与刚度指标等进行分析,得出结构安全性评价结论和预期寿命。根据分析结果提出修复建议。实践表明,该方法具有良好的应用性。 相似文献
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半潜式平台结构屈曲强度评估 总被引:3,自引:2,他引:1
半潜式平台是海洋工程领域重要的浮式装置,采用直接计算法对某半潜式平台结构的屈曲强度进行了评估.首先,对半潜式平台结构进行有限元模型化,然后根据海况不同将静水、正常工作和风暴自存三种状态划分为48种计算工况,利用频域内的三维线性水动力理论和设计波法计算半潜式平台在各工况下的波浪载荷,同时考虑各工况下的莫里森力、风载荷、锚链预张力、吊车载荷和钻井载荷等载荷,进而计算平台在48种工况下的应力响应.最后根据ABS规范对平台结构进行屈曲强度校核.结果表明,屈曲强度是平台结构强度的重要指标之一,应在设计时给予合理评价,评估结果可为半潜式平台设计开发提供参考. 相似文献
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渤海“自立号”是一座典型的沉垫基础自升式平台,平台寿命已经超过30年,为保证平台未来安全运行,需要对其进行剩余寿命的评估。评估内容包括考虑结构腐蚀的结构强度评估,以及对平台历史和延寿期的疲劳损伤累积评估。本文简要介绍了“自立号”平台延寿的评估过程和内容,供类似工程参考。 相似文献
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参数三次样条插值在实践中应用很广。参数三次样条曲线需要四个边界条件,但当前通常使用的边界条件只是给出了两个,另外两个是根据经验而定的。我们把给出了完整的四个边界条件者称为参数三次样条的完备边界条件。 相似文献
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N. J. Stevenson 《Coastal management》2013,41(4):425-435
Associated with the rapid increase in the production of cultured marine shrimp has been large‐scale conversion of mangroves to shrimp ponds. Production in many regions has proved to be unsustainable, largely due to inappropriate construction methods, poor environmental conditions, overstocking, and disease. A number of shrimp ponds consequently are unproductive and lie idle. Accurate assessments of pond disuse are difficult to obtain; however, unofficial estimates have suggested that as many as 70% of ponds may be disused after a period in production. Pond construction, shrimp culture, and pond disuse lead to alterations to the physical and chemical properties of soil, hydrological conditions, and the flora and fauna composition of the pond area. The case for restoration, or rehabilitation to a sustainable use, is strong. Consideration must be given to the causes of production failure, the environmental conditions remaining following disuse, the needs and preferences of pond owners and coastal managers, and technical constraints. 相似文献
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E. C. Hambly andB. A. Nicholson 《Marine Structures》1989,2(3-5):233-253
Simplification of calculations for fatigue of jack-ups is essential in order to understand the primary influences and the uncertainties involved. Considerable simplification is possible for jack-ups because calculations for fatigue are dominated by the few worst loading conditions, while the large number of lesser conditions can be ignored. The dominating conditions are likely to be — during operations, the resonant sway and surge motions at the natural period of the structure; and during towage, the 1 or 2 days of maximum roll and pitch motions. Examples for both situations examine loading conditions and demonstrate simplified calculations. 相似文献
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