管道
海底
有限元法
结构工程
联轴节(管道)
振动
计算流体力学
压力(语言学)
涡激振动
流固耦合
工程类
印章(徽章)
计算机科学
海洋工程
机械工程
物理
哲学
艺术
航空航天工程
视觉艺术
量子力学
语言学
作者
Leonardo Chica,R. Pascali,Paul Jukes,Burak Öztürk,Marcus Gamino,Kevin T. Smith
标识
DOI:10.1115/omae2012-83710
摘要
Flow Induced Vibration (FIV) is one of the important phenomena that contribute to failure of subsea piping components. This paper addresses a detailed methodology to analyze the structural response caused by unsteady multiphase flow within a pipe. This fluid-structure interaction (FSI) study was conducted in a two-bend model of a rigid M-shaped jumper to estimate the stresses and pressure fluctuations and determine the level of risk of failure. Initially, a risk assessment method was carried out to determine the likelihood of failure (LOF) due to flow induced turbulence. Following the screening method, a detailed “two-way coupling” FSI study is recommended. Coupling the Finite Element Analysis (FEA) program with the Computational Fluid Dynamics (CFD) program allows to perform the following assessments: • Strength check (Allowable stress); • Fatigue analysis, and; • Engineering criticality assessment of welds. The two-way coupling analysis also compares the structural natural frequencies to the slug frequencies. Depending on the percentage difference between the two frequencies, a conclusion can be drawn in terms of level of risk and address whether assessing FIV fatigue damage should be required for future examination.
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