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Nonlinear Dynamic Response Analysis of Oil/Gas Pipeline under Seismic Loads

机译:地震作用下油气管道的非线性动力响应分析

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摘要

For the vast territory of China,numerous oil and gas pipelines have to pass the high incidence area of earthquake,which has great menace to the safety of oil and gas pipelines in these areas.In the paper,the finite element model (FEM) is established to obtain the nonlinear dynamic response model of pipeline under seismic loads.The numerical methods are used to solve the model.At the same time,a field pipeline is calculated as an example.Moreover,the effects of seismic intensity,spring stiffness,resistance ratio,and site type,etc,on the response law,stress,deformation,and acceleration of pipeline are studied.The results show that the seismic response of pipelines increases as the increase of earthquake intensity.When the damping ratio keeps stationary,the seismic response of pipeline increases with increasing stiffness coefficient,whereas the displacement decreases gradually and basically has an inverse proportion with stiffness coefficient.The seismic response of the pipeline increases with increasing damping ratio,and the displacement and the stress gradually decrease under the same stiffness coefficient.The seismic response of pipeline has a relation with field.When the site soil gradually transits from the hard soil or rock to soft soil,the maximum displacement of the pipeline does not become larger,indicating the soft soil could reduce the damage of pipeline in earthquake.
机译:在我国广大地区,大量的石油和天然气管道必须经过地震的高发地区,这对这些地区的石油和天然气管道的安全性具有很大的威胁。本文中,有限元模型是建立了地震作用下管道的非线性动力响应模型。采用数值方法对该模型进行了求解。同时以现场管道为例进行了计算。此外,还研究了地震烈度,弹簧刚度,阻力的影响。研究了管道的响应规律,应力,变形和加速度,确定了管道的比值,位置类型等。结果表明,管道的地震响应随着地震烈度的增加而增加。当阻尼比保持不变时,地震随着刚度系数的增加,管道的响应增加,而位移逐渐减小,与刚度系数成反比。随着阻尼比的增加,在相同的刚度系数下,位移和应力逐渐减小。管道的地震反应与场地有关。当场地土壤从硬土或岩石逐渐过渡到软土时,最大位移管道没有变大,表明软土可以减少地震中管道的破坏。

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