VIV fatigue assessment by scaling of model test results

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
R. Peek , O. Sequeiros , J. Wu , M. Witz , D. Yin , H. Lie
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引用次数: 0

Abstract

Bending strain data from 3 well-instrumented VIV model test programs on simply supported bare pipes under uniform flow are processed using rainflow counting to get fatigue damage rates directly. These are presented in terms a dimensionless fatigue-equivalent bending strain amplitude, ϵe, which for the structurally undamped simply supported span under constant axial force N undergoing small rotations depends on 5 dimensionless parameters, and only weakly on the fatigue resistance curve used. Existing and new approximations are discussed as assessed whereby the number of dimensionless parameters that affect ϵe may be reduced from 5 to 1. Thus a scaling approach is developed, whereby any VIV test can be scaled to represent any prototype at a current velocity determined by the scaling procedure. The procedure uses scaling only for the dynamic part of the response, and structural analysis for the static part. It works for single as well as multi-mode response. It is illustrated for a 150m-long prototype span subject to high currents. The test and/or scaling results are also compared to predictions by existing methods, including DNVGL-RP-F105 (“F105”) and Vivana. The example also illustrates how the proposed method can be used for partially strake-covered (“straked”) pipes, provided the strake coverage is similar for model and prototype. The scatter in the data gives an indication of the uncertainties involved in estimating VIV fatigue damage rates from limited experimental data where high-mode and multi-mode response is possible.

通过缩放模型试验结果进行 VIV 疲劳评估
采用雨流计数法处理了 3 个仪器完善的 VIV 模型试验程序中的弯曲应变数据,这些数据是在匀速流下对简单支撑的裸管进行的试验,从而直接得出疲劳损伤率。这些数据以无量纲疲劳当量弯曲应变振幅ϵe 来表示,对于在恒定轴向力 N 作用下发生微小旋转的结构无阻尼简单支撑跨度,该振幅取决于 5 个无量纲参数,仅与所使用的抗疲劳曲线关系不大。我们讨论了现有的和新的近似方法,并对影响ϵe 的无量纲参数的数量从 5 个减少到 1 个进行了评估。因此,我们开发了一种缩放方法,可以将任何 VIV 试验缩放为代表任何原型的当前速度,该速度由缩放程序决定。该程序仅对响应的动态部分进行缩放,而对静态部分进行结构分析。它既适用于单模式响应,也适用于多模式响应。图示为 150 米长的原型跨度在大电流作用下的情况。测试和/或缩放结果还与现有方法(包括 DNVGL-RP-F105("F105")和 Vivana)的预测结果进行了比较。该示例还说明了如何将建议的方法用于部分带状覆盖("带状")的管道,前提是模型和原型的带状覆盖范围相似。数据中的散点说明了从有限的实验数据中估算 VIV 疲劳破坏率所涉及的不确定性,在这种情况下可能会出现高模和多模响应。
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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