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STRAIN MEASUREMENT ON RISER PIPE COMPARED WITH MODEL TEST AND CALCULATION

机译:与模型测试和计算相比的立管应变测量

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摘要

For pumping up deep ocean water, a SPAR type floating structure with a steel riser pipe was installed in Sagami Bay, Japan, in 2003. The riser pipe, which is 175 m long and 1.0 m in diameter, was connected to the floating structure by two mooring chains. At the middle height of the riser pipe, strain gages were attached on the pipe surface so that they faced to 8 directions at equal angles. The authors measured not only strains but also motions of the floating structure and wave and current conditions from 2003 to 2005. From these measured results in actual sea, it was found that the strains (or stresses) of the riser pipe are mostly concerned with motions of the floating structures, more than wave and current conditions. In order to make clear this phenomenon, the authors carried out forced oscillation tests by using a reduced riser pipe model in the Deep-sea Basin in National Maritime Research Institute, along with some numerical simulations based on FEM. In this paper, we show the results of the model tests and numerical simulations compared with the measured results in actual sea.
机译:为了泵送深层海水,2003年在日本相模湾安装了带有钢立管的SPAR型浮式结构。立管长175 m,直径1.0 m,通过以下方式连接到浮式结构:两个系泊链。在立管的中间高度处,应变计连接到管道表面,以使它们以相等的角度面向8个方向。作者不仅测量了应变,还测量了2003年至2005年的浮式结构以及波浪和当前状态的运动。从这些测量结果中,实际海面中,发现立管的应变(或应力)主要与运动有关。的浮动结构,不仅是波浪和电流条件。为了弄清楚这种现象,作者在国家海事研究所的深海盆地中使用了减小的立管模型进行了强迫振荡试验,并进行了一些基于有限元的数值模拟。在本文中,我们显示了模型测试和数值模拟的结果,以及在实际海中的测量结果。

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