借助船级社规范与MATLAB软件,开发可提取浮式生产储卸油装置(Floating Production Storage and Offloading,FPSO)管道任意位置处加速度的程序,以便更好地对FPSO主甲板冷却水管路系统进行应力分析。将该系统任意位置处实际加速度值和FPS...借助船级社规范与MATLAB软件,开发可提取浮式生产储卸油装置(Floating Production Storage and Offloading,FPSO)管道任意位置处加速度的程序,以便更好地对FPSO主甲板冷却水管路系统进行应力分析。将该系统任意位置处实际加速度值和FPSO船体重心处加速度值以均布载荷形式分别施加至管道上,利用CAESARⅡ软件分析在满载工况条件下该系统的应力变化。结果表明,在FPSO满载工况条件下,采用重心处加速度值得到的结果相较于其自身实际加速度值的作用结果会出现应力冗余和应力不足的情况,例如节点50应力增加1.01%,而节点2570应力减小0.19%。展开更多
To study the aerodynamic performance of a new six-axis X2K double-deck container vehicle,numerical simulation was done based on three-dimensional,steady Navier-Stokes equations and k-ε turbulence model.The results sh...To study the aerodynamic performance of a new six-axis X2K double-deck container vehicle,numerical simulation was done based on three-dimensional,steady Navier-Stokes equations and k-ε turbulence model.The results show that the pressure on the front surface of vehicle is positive,and others are negative.The maximum negative one appears as a "gate" shape on front surfaces.The pressure on vehicle increases with train speed,and pressure on vehicles with cross-loaded structure is smaller than that without it.The airflow around vehicles is symmetrical about train vertical axis,and the flow velocity decreases gradually along the axis to ground.Airflow around vehicles with cross-loaded structure is weaker than that without the structure.The aerodynamic drag increases linearly with the train speed,and it is minimum for the mid-vehicle.The linear coefficient for mid-vehicle without cross-loaded structure is 29.75,nearly one time larger than that with the structure valued as 15.425.So,from the view-point of aerodynamic drag,the cross-loaded structure is more reasonable for the six-axis X2K double-deck container vehicle.展开更多
Fatigue has become critical issue for bridge with orthotropic steel deck.Number of stress cycle and equivalent stress amplitude were adopted as two investigated fatigue effects.As presented from fatigue monitoring com...Fatigue has become critical issue for bridge with orthotropic steel deck.Number of stress cycle and equivalent stress amplitude were adopted as two investigated fatigue effects.As presented from fatigue monitoring comparison of two series-lined bridges,three local geometric parameters of steel box girder have significant influence on fatigue performance of two welded joints.They are thickness of longitudinal ribs(Tr),longitudinal spacing of transverse floor plate(Sc)and longitudinal truss(LT).Fatigue analytical models were created for parametric study of fatigue effects under wheel load.Consequently,three local parameters have exhibited insignificant influence on number of stress cycle.Compared with Tr and Sc,configuration of LT has brought about foremost effect on the equivalent stress amplitude.For equivalent stress amplitude of rib-to-deck and rib-to-rib welded joints,the influence regions of LT are respectively longitudinal strap and quadrate with the geometric length of 600 mm.Enough attention ought to be paid for local stiffen structure on fatigue performance of orthotropic steel deck in fatigue design and monitoring.展开更多
文摘借助船级社规范与MATLAB软件,开发可提取浮式生产储卸油装置(Floating Production Storage and Offloading,FPSO)管道任意位置处加速度的程序,以便更好地对FPSO主甲板冷却水管路系统进行应力分析。将该系统任意位置处实际加速度值和FPSO船体重心处加速度值以均布载荷形式分别施加至管道上,利用CAESARⅡ软件分析在满载工况条件下该系统的应力变化。结果表明,在FPSO满载工况条件下,采用重心处加速度值得到的结果相较于其自身实际加速度值的作用结果会出现应力冗余和应力不足的情况,例如节点50应力增加1.01%,而节点2570应力减小0.19%。
基金Project(50975289) supported by the National Natural Science Foundation of ChinaProject(2009J007-C) supported by the Technological Research and Development Program of the Ministry of Railways,ChinaProject(CX2010B122) supported by Hunan Provincial Innovation Foundation for Postgraduate Students,China
文摘To study the aerodynamic performance of a new six-axis X2K double-deck container vehicle,numerical simulation was done based on three-dimensional,steady Navier-Stokes equations and k-ε turbulence model.The results show that the pressure on the front surface of vehicle is positive,and others are negative.The maximum negative one appears as a "gate" shape on front surfaces.The pressure on vehicle increases with train speed,and pressure on vehicles with cross-loaded structure is smaller than that without it.The airflow around vehicles is symmetrical about train vertical axis,and the flow velocity decreases gradually along the axis to ground.Airflow around vehicles with cross-loaded structure is weaker than that without the structure.The aerodynamic drag increases linearly with the train speed,and it is minimum for the mid-vehicle.The linear coefficient for mid-vehicle without cross-loaded structure is 29.75,nearly one time larger than that with the structure valued as 15.425.So,from the view-point of aerodynamic drag,the cross-loaded structure is more reasonable for the six-axis X2K double-deck container vehicle.
基金Project(51178100)supported by the National Natural Science Foundation of ChinaProject(2011318223170)supported by Key Program of Ministry of Transport,China+3 种基金Project(1105007001)supported by Program of the Priority Academic Development Program of Jiangsu Higher Education Institutions,ChinaProject(3205001205)supported by Teaching and Research Foundation for Excellent Young Teacher of Southeast University,ChinaProject(CXZZ-0162)supported by Graduate Scientific Innovation Research Foundation of Jiangsu Province,ChinaProject(YBJJ1122)supported by Scientific Research Foundation of Graduate School of Southeast University,China
文摘Fatigue has become critical issue for bridge with orthotropic steel deck.Number of stress cycle and equivalent stress amplitude were adopted as two investigated fatigue effects.As presented from fatigue monitoring comparison of two series-lined bridges,three local geometric parameters of steel box girder have significant influence on fatigue performance of two welded joints.They are thickness of longitudinal ribs(Tr),longitudinal spacing of transverse floor plate(Sc)and longitudinal truss(LT).Fatigue analytical models were created for parametric study of fatigue effects under wheel load.Consequently,three local parameters have exhibited insignificant influence on number of stress cycle.Compared with Tr and Sc,configuration of LT has brought about foremost effect on the equivalent stress amplitude.For equivalent stress amplitude of rib-to-deck and rib-to-rib welded joints,the influence regions of LT are respectively longitudinal strap and quadrate with the geometric length of 600 mm.Enough attention ought to be paid for local stiffen structure on fatigue performance of orthotropic steel deck in fatigue design and monitoring.
