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Critical Suspended Length of an Inshore Pipeline under Wave Conditions

机译:波条件下近孔管线的临界悬浮长度

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This paper analyzes the critical suspended length of an inshore pipeline which is anchored straight on the seabed.Pipe suspended length determines the static load and dynamic response of the pipe,playing an important role in the stability of submarine pipeline.Thus,with the CAM static theorem,the allowable suspended length of the pipeline is calculated.The results show that the suspended length due to seabed depressions can be far longer than that due to submarine obstacles.Also,study for the vortex-induced vibration (VIV) of the pipeline is carried out to avoid that resonance vibration happens between pipeline and wave; the allowable range of the pipe span is compute with the CAM dynamic theorem.To get a more reasonable critical suspended length,two kinds of finite element span models are built according to the location of pipe span.With the software ANSYS,the models are analyzed under wave conditions.The results reveal that the critical suspended lengths differ in the two models; the location and value of the biggest flexural stress on the pipeline vary according to the anchor span (distance between two anchors).
机译:本文分析的近海管道,其被锚固直上seabed.Pipe悬浮长度确定了所述静载荷和管道的动态响应,打在潜艇pipeline.Thus的稳定性中起重要作用的关键的悬浮长度,与所述CAM静态定理,管道的容许暂停长度是calculated.The结果表明,由于海底凹陷悬浮长度可以比​​由于潜艇远较长obstacles.Also,研究了涡激振动(VIV)的流水线是进行,以避免该共振振动发生管道和波之间;管跨度的容许范围是计算与所述CAM动态theorem.To得到更合理的临界悬浮长度,二种有限元跨度模型是根据管span.With的位置处的软件ANSYS建,模型进行了分析下波conditions.The结果表明,该临界悬浮长度在两个模型不同;管道上最大弯曲应力的位置和值根据锚跨度(两个锚点之间的距离)而变化。

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