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《Journal of Earthquake Engineering and Engineering Vibration》 2008-04
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Numerical analysis of buried pipelines subjected to the settlement

LIU Chunguang,SHI Yongxia(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China)  
The uneven settlement is one of the important factors which leads to the damage to buried pipeline.In the paper,the response of buried pipelines is analyzed by means of numerical simulation,considering the material nonlinearity of pipelines and soil,the geometrical nonlinearity,and the interaction of pipelines and soil.The pipe is discretized into 4-node thin shell elements,8-node solid elements are meshed in the soil entity,and the nonlinear contact element is created to consider the interaction between the pipeline and the surrounding soil.The ground settlement is achieved by loading the linear displacements.Many factors influencing the damage are analyzed with an example.The parametric studies on the distance of settlement have been conducted by employing the thin shell FEM method,such as the settlement depth,the burying depth of pipe,diameter,diameter-to-thickness ratio and the material of soil and so on.Finally,an example is provided for buried pipelines subjected to the settlement.Some conclusions are drawn,and the analysis method above will be a base research on the response analysis for buried pipelines subjected to the settlement.
【Fund】: 国家自然科学基金项目(50478094);; 国家“十一五”科技支撑计划项目(2006BAJ06B07-04)
【CateGory Index】: TU990.3
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