Aerodynamic and dynamic interference from trains is a key issue of concern for the safety of road vehicles travelling on single-level rail-cum road bridges.Based on the wind-road vehicle-train-bridge(WRTB)coupled vibr...Aerodynamic and dynamic interference from trains is a key issue of concern for the safety of road vehicles travelling on single-level rail-cum road bridges.Based on the wind-road vehicle-train-bridge(WRTB)coupled vibration system developed herein,this study examines the dynamic characteristics when road vehicles meet trains in this situation.The influence of load combination,vehicle type and vehicle location is analyzed.A method to obtain the aerodynamic load of road vehicles encountering the train at an arbitrary wind speed is proposed.The results show that due to the windproof facilities and the large line distance between the railway and highway,the aerodynamic and dynamic influence of trains on road vehicles is slight,and the vibration of road vehicles depends on the road roughness.Among the road vehicles discussed,the bus is the easiest to rollover,and the truck-trailer is the easiest to sideslip.Compared with the aerodynamic impact of trains,the crosswind has a more significant influence on road vehicles.The first peak/valley value of aerodynamic loads determines the maximum dynamic response,and the quick method is optimized based on this conclusion.Test cases show that the optimized method can produce conservative results and can be used for relevant research or engineering applications.展开更多
Aerodynamic and dynamic interference between the railway and highway are two major issues that influence travel safety on single-level rail-cum-road bridges.Based on a computational fluid dynamics simulation and vehic...Aerodynamic and dynamic interference between the railway and highway are two major issues that influence travel safety on single-level rail-cum-road bridges.Based on a computational fluid dynamics simulation and vehicle-bridge coupled vibration system,this research explores the dynamic response of a moving van encountering travelling trains on a typical single-level rail-cum-road bridge.The relationship between the line distance of the railway and highway and the dynamic response of the van is discussed.The study reveals that the vertical response of the van is primarily governed by the coupled vibration of the vehicle-bridge system and road roughness,with minimal impact from the line distance.The aerodynamic impact of the train-induced wind significantly influences the lateral,yawing and rolling responses,and the line distance also affects the vehicle’s behavior,with decreasing distance leading to increased response.Among them,the yawing vibration is the most influential.The relationship between the maximum dynamic response and line distance is quantitatively analyzed using the proposed fitting formulas,which perform well on the lateral,rolling and yawing response and shows higher accuracy for acceleration compared to velocity and displacement.Relevant results could provide help on optimizing the arrangement of bridge deck.展开更多
In order to decrease the number of design variables and improve the efficiency of com- posite structure optimal design, a single-level composite structure optimization method based on a tapered model is presented. Com...In order to decrease the number of design variables and improve the efficiency of com- posite structure optimal design, a single-level composite structure optimization method based on a tapered model is presented. Compared with the conventional multi-level composite structure opti- mization method, this single-level method has many advantages. First, by using a distance variable and a ply group variable, the number of design variables is decreased evidently and independent with the density of sub-regions, which makes the single-level method very suitable for large-scale composite structures. Second, it is very convenient to optimize laminate thickness and stacking sequence in the same level, which probably improves the quality of optimal result. Third, ply con-tinuity can be guaranteed between sub-regions in the single-level method, which could reduce stress concentration and manufacturing difficulty. An example of a composite wing is used to demonstrate the advantages and competence of the single-level method proposed.展开更多
The data model of WHYMX complicates transaction management. Traditional locking method is not powerful enough to solve the new problem of concurrency control of WHYMX's transaction. This paper presents a number of...The data model of WHYMX complicates transaction management. Traditional locking method is not powerful enough to solve the new problem of concurrency control of WHYMX's transaction. This paper presents a number of concurrency control algorithms based on the extended locking method.展开更多
基金The Research Project of Southwest Municipal Design&Research Institute of China under Grant No.2023KY-KT-02-I。
文摘Aerodynamic and dynamic interference from trains is a key issue of concern for the safety of road vehicles travelling on single-level rail-cum road bridges.Based on the wind-road vehicle-train-bridge(WRTB)coupled vibration system developed herein,this study examines the dynamic characteristics when road vehicles meet trains in this situation.The influence of load combination,vehicle type and vehicle location is analyzed.A method to obtain the aerodynamic load of road vehicles encountering the train at an arbitrary wind speed is proposed.The results show that due to the windproof facilities and the large line distance between the railway and highway,the aerodynamic and dynamic influence of trains on road vehicles is slight,and the vibration of road vehicles depends on the road roughness.Among the road vehicles discussed,the bus is the easiest to rollover,and the truck-trailer is the easiest to sideslip.Compared with the aerodynamic impact of trains,the crosswind has a more significant influence on road vehicles.The first peak/valley value of aerodynamic loads determines the maximum dynamic response,and the quick method is optimized based on this conclusion.Test cases show that the optimized method can produce conservative results and can be used for relevant research or engineering applications.
基金Associate Professor Training Project of Nanning University-“Research on the Full-Cycle Rapid Modeling Method of Bridges Based on‘BIM+’Technology”under Grant No.2021JSGC17Guangxi Science and Technology Planning Project:Construction of China ASEAN International Joint Laboratory for Comprehensive Transportation under Grant No.GUIKE AD20297125Basic Ability Promotion Project for Young and Middle-Aged Teachers in Guangxi Universities under Grant No.2019KY0929。
文摘Aerodynamic and dynamic interference between the railway and highway are two major issues that influence travel safety on single-level rail-cum-road bridges.Based on a computational fluid dynamics simulation and vehicle-bridge coupled vibration system,this research explores the dynamic response of a moving van encountering travelling trains on a typical single-level rail-cum-road bridge.The relationship between the line distance of the railway and highway and the dynamic response of the van is discussed.The study reveals that the vertical response of the van is primarily governed by the coupled vibration of the vehicle-bridge system and road roughness,with minimal impact from the line distance.The aerodynamic impact of the train-induced wind significantly influences the lateral,yawing and rolling responses,and the line distance also affects the vehicle’s behavior,with decreasing distance leading to increased response.Among them,the yawing vibration is the most influential.The relationship between the maximum dynamic response and line distance is quantitatively analyzed using the proposed fitting formulas,which perform well on the lateral,rolling and yawing response and shows higher accuracy for acceleration compared to velocity and displacement.Relevant results could provide help on optimizing the arrangement of bridge deck.
基金supported by National Natural Science Foundation of China(No.1110216/A020312)Foundation Sciences of Northwestern Polytechnical University(No.JC20120210)
文摘In order to decrease the number of design variables and improve the efficiency of com- posite structure optimal design, a single-level composite structure optimization method based on a tapered model is presented. Compared with the conventional multi-level composite structure opti- mization method, this single-level method has many advantages. First, by using a distance variable and a ply group variable, the number of design variables is decreased evidently and independent with the density of sub-regions, which makes the single-level method very suitable for large-scale composite structures. Second, it is very convenient to optimize laminate thickness and stacking sequence in the same level, which probably improves the quality of optimal result. Third, ply con-tinuity can be guaranteed between sub-regions in the single-level method, which could reduce stress concentration and manufacturing difficulty. An example of a composite wing is used to demonstrate the advantages and competence of the single-level method proposed.
基金This research is supported by National Natural Science Foundation of China
文摘The data model of WHYMX complicates transaction management. Traditional locking method is not powerful enough to solve the new problem of concurrency control of WHYMX's transaction. This paper presents a number of concurrency control algorithms based on the extended locking method.
