有接头埋管在地震行波作用下的弹塑性分析
Analysis of burried pipes with joints under action of seismic motion
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摘要: 针对具有柔性接头的地下埋管在地震波作用下的反应分析问题,基于反应位移法,将管体和接头进行等效均匀化处理建立简化的弹塑形管单元模型,推导了由这样的简化管单元模型构成的直管段在地震位移波作用下的位移计算公式。在求得等效管模型位移的基础上,再对每个管段和接头进行精细分析,求得管体及其接头的真实内力和变形。利用该方法对PVC管和铸铁管两种类型埋管进行了地震波作用下的反应分析,并与基于有限元分析的结果进行对比验证了方法具有充分的计算精度,可在地下埋管抗震设计中应用。Abstract: Buried pipelines,especially the water supply pipeline network,are often damaged at mechanical joints under severe ground shakings were caused by a strong earthquake.Seismic design of buried pipelines with flexible joints includes two parts: checking the strength of segment of pipelines and the deformation of joints.A simplified method considering the elasto-plasticity of joints was presented to analyze buried segmental pipelines under the action of seismic motions.The segmental pipeline was simulated as an equivalent uniform pipe having the same force-deformation relation with the original pipe-joint system.The deformation of the equivalent uniform pipe under the action of seismic wave was derived by means of seismic deformation method.Based on the obtained deformation,the accurate axial force of segmental pipelines and deformation of joints could be calculated by analyzing the force-deformation relation of each segment-joint unit.The proposed formulas were applicable for the PVC and cast-iron pipelines.Some numerical examples were investigated by comparing the results of the simplified method and those of FEM.The results of the simplified method agreed well with those of the FEM and this method could be used more simply and conveniently than the FEM in the seismic design of buried segmental pipeline system.