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3D FE MODELLING OF BURIED CONTINUOUS PIPELINE EXPOSED TO FAULT MOTION WITH MATERIAL NONLINEARITY AND LARGE DEFORMATIONAuthors: Vasudeo Chaudhary,Venkata Dilip Kumar Pasupuleti,Pradeep Kumar Ramancharla Conference: Fourth International Conference on Structural Stability and Dynamics (ICSSD 2012 2012) Date: 2012-01-04 Report no: IIIT/TR/2012/5 AbstractPipeline generally extends over long distances traversing through wide variety of different soils, geological conditions and regions with different seismicity. Majority of the past works in the area of pipeline subjected to fault motion is restricted in several ways. There were many analytical models developed in the past for pipeline fault crossing, however, they are of limited usage, for example analytical model developed for pipeline fault crossing can be useful for strike slip fault crossing only. Likewise incorporating the large geometric changes in analytical study is a tricky task; however pipeline subjected to the fault motion itself is a phenomenon of large geometric changes. Especially when pipeline subjected to compression, where in addition to material deformation it also undergoes general as well as local buckling with bending, contradictorily past work mostly assumed that pipeline is under tension. With day by day increasing capacity of computation and advancement in numerical modeling, one can find more facts for pipeline subjected fault motions including cases of pipe under compression as well. In this paper, past work is reviewed for pipeline subjected to large fault motion. A three dimensional FE based numerical model is suggested to carry out pipeline performance of buried pipeline subjected to fault motion. A proposed model includes material nonlinearity, as well as effect of the large geometric changes. For this purpose, three dimensional FE program is developed in MATLAB. Displacement controlled Arc-length technique is implemented to solve the nonlinear behavior. To reduce the computation time of analysis here parallelization tool kit of MATLAB is utilized. Full paper: pdf Centre for Earthquake Engineering |
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