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Experiment and numerical simulation of distribution law of waterbased corrosion inhibitor in natural gas gathering and transportation pipeline 被引量:2
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作者 En-Bin Liu Hao Tang +4 位作者 Yin-Hui Zhang Dang-jian Li Bo Kou Ning Liu Mohammadamin Azimi 《Petroleum Science》 SCIE EI CAS CSCD 2023年第3期1857-1873,共17页
The transmission medium of natural gas gathering and transportation pipelines usually contains cor-rosive gases,which will cause serious corrosion on the inner wall of the pipelines when they coexist with water.Theref... The transmission medium of natural gas gathering and transportation pipelines usually contains cor-rosive gases,which will cause serious corrosion on the inner wall of the pipelines when they coexist with water.Therefore,it is necessary to add corrosion inhibitor to form a protective film to protect the pipeline.The distribution of corrosion inhibitors in a gathering and transportation pipeline in Moxi gas field was studied by combining experiment and simulation.The Pearson function was used to calculate the experimental and simulation results,and the correlation was more than 80%,indicating a high degree of agreement.The simulation results show that:①The larger the pipe angle,filling speed and gas flow rate,the smaller the particle size,the better the distribution of corrosion inhibitor particles in the pipe.The filling amount will affect the concentration,but the distribution trend is unchanged;②A method to determine the filling mode based on the loss was proposed,and for this pipeline,the loss of corrosion inhibitor was determined to be 5.31×10^(-3) kg/s,and the flling amount was recommended to be adjusted to 2o L/h,which has certain guiding significance for the actual flling strategy of pipeline corrosion inhibitor. 展开更多
关键词 Corrosion inhibitor Corrosion Computational fluid dynamics ELECTROCHEMISTRY Droplet distribution
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Numerical simulation of shear band localization in geotechnical materials based on a nonlocal plasticity model
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作者 Shouxin WU Xingran WANG 《Journal of Modern Transportation》 2011年第3期186-198,共13页
A new nonlocal plasticity model,which is based on the integral-type nonlocal model and the cubic representative volumetric element(RVE),is proposed to simulate shear band localization in geotechnical materials such ... A new nonlocal plasticity model,which is based on the integral-type nonlocal model and the cubic representative volumetric element(RVE),is proposed to simulate shear band localization in geotechnical materials such as soils and rocks.An algorithm is developed to solve the resulting nonlinear system of equations.In this algorithm,the nonlocal averaging of plastic strain over the RVE is evaluated using C0 elements instead of using C1 elements to solve the second-order gradient of plastic strains.To obtain the average plastic strain,a set of special elements,called the nonlocal elements,are constructed to approximate the RVE.The updating of average stresses of the local element is based on the nonlocal plastic strain of the corresponding nonlocal elements.Numerical examples show that meshindependent results can be achieved using the proposed model and the algorithm,and the thickness of the shear band is insensitive to the mesh refinement. 展开更多
关键词 nonlocal plasticity shear band localization finite element gradient plasticity nonlocal element
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