Abstract:In this paper, a tracking control approach for surface vessel is developed based on the new control technique named optimized backstepping (OB), which considers optimization as a backstepping design principle. Since surface vessel systems are modeled by second-order dynamic in strict feedback form, backstepping is an ideal technique for finishing the tracking task. In the backstepping control of surface vessel, the virtual and actual controls are designed to be the optimized solutions of corresponding subsyste… Show more
“…In existing research, widely used control design approaches fall into either one of the following methods or a combination thereof: Proportional-Integral-Derivative [13], Lyapunov-based control design [14], sliding mode control [15], Intelligent approaches, such as fuzzy logic, neural networks, and genetic algorithms [16], Optimization-based methods [17].…”
Section: A Trajectory Trackingmentioning
confidence: 99%
“…Therefore, it is larger or equal to the passing time of each vessel at each block, i.e., the sum of the arrival time of vessel i at block m (s im ) and the time vessel i need to pass through block m (t im ) in (15). Equation (16) represents that, for each vessel i , there is a earliest arrival time Ea i ; t ia is determined by (17), where d im is the length of the path that vessel i need to pass through block m. Equation 18is for the sequential and nowait constraint. T i,m→n is the time needed from block m to n, which also relates to the distance between block m and n (d i,m→n ) and velocity limitations (v i,max and v i,min ), see (19).…”
Section: B Scheduling For An Isolated Intersectionmentioning
Urban waterways have great potential in cargo transport to relieve the congestion in the overloaded road networks. This paper explores the potential of applying cooperative multi-vessel systems (CMVSs) to improve the safety and efficiency of transport in urban waterway networks. A framework consisting of vessel train formation (VTF) and cooperative waterway intersection scheduling (CWIS) is proposed. Two types of controllers are introduced. Intersection controllers solve the CWIS problems and assign each vessel a desired time of arrival and vessel controllers are responsible for the VTF in waterway segments and the timely arrival at the intersections. An alternating direction method of multipliers (ADMM)-based negotiation framework is proposed for the cooperation among the controllers. The simulation experiments involving the scenarios in which up to 50 vessels sailing in the canal network in Amsterdam are carried out to illustrate the effectiveness of the proposed approach. In the simulation of an isolated intersection, rescheduling is triggered when some vessels cannot arrive on time. Although some ASVs arrive later, the time that is needed for all the ASVs to pass through is the same after rescheduling. Moreover, we compare the cooperative situation with the proposed CMVSs with a baseline situation. In the baseline situation, vessels avoid collisions using the generalized velocity obstacle (GVO) method and cross the intersection with a first in, first out rule. The CMVSs show better path following performance, while the GVO method needs fewer velocity changes. From the perspective of efficiency, the CMVSs help to reduce the total time to pass through the intersection. Index Terms-Cooperative multi-vessel system, cooperative waterway intersection scheduling, waterway network, autonomous surface vessel, cooperative intelligent traffic system. I. INTRODUCTION I N DENSELY populated regions, like cities, road networks are often confronted with congestion and capacity problems. Many cities have considerable waterway resources, such as Amsterdam, Rotterdam, and Utrecht in The Netherlands, and cities in Jiangsu and Zhejiang Province, East China (Fig. 1). Waterway transport could offer an Manuscript
“…In existing research, widely used control design approaches fall into either one of the following methods or a combination thereof: Proportional-Integral-Derivative [13], Lyapunov-based control design [14], sliding mode control [15], Intelligent approaches, such as fuzzy logic, neural networks, and genetic algorithms [16], Optimization-based methods [17].…”
Section: A Trajectory Trackingmentioning
confidence: 99%
“…Therefore, it is larger or equal to the passing time of each vessel at each block, i.e., the sum of the arrival time of vessel i at block m (s im ) and the time vessel i need to pass through block m (t im ) in (15). Equation (16) represents that, for each vessel i , there is a earliest arrival time Ea i ; t ia is determined by (17), where d im is the length of the path that vessel i need to pass through block m. Equation 18is for the sequential and nowait constraint. T i,m→n is the time needed from block m to n, which also relates to the distance between block m and n (d i,m→n ) and velocity limitations (v i,max and v i,min ), see (19).…”
Section: B Scheduling For An Isolated Intersectionmentioning
Urban waterways have great potential in cargo transport to relieve the congestion in the overloaded road networks. This paper explores the potential of applying cooperative multi-vessel systems (CMVSs) to improve the safety and efficiency of transport in urban waterway networks. A framework consisting of vessel train formation (VTF) and cooperative waterway intersection scheduling (CWIS) is proposed. Two types of controllers are introduced. Intersection controllers solve the CWIS problems and assign each vessel a desired time of arrival and vessel controllers are responsible for the VTF in waterway segments and the timely arrival at the intersections. An alternating direction method of multipliers (ADMM)-based negotiation framework is proposed for the cooperation among the controllers. The simulation experiments involving the scenarios in which up to 50 vessels sailing in the canal network in Amsterdam are carried out to illustrate the effectiveness of the proposed approach. In the simulation of an isolated intersection, rescheduling is triggered when some vessels cannot arrive on time. Although some ASVs arrive later, the time that is needed for all the ASVs to pass through is the same after rescheduling. Moreover, we compare the cooperative situation with the proposed CMVSs with a baseline situation. In the baseline situation, vessels avoid collisions using the generalized velocity obstacle (GVO) method and cross the intersection with a first in, first out rule. The CMVSs show better path following performance, while the GVO method needs fewer velocity changes. From the perspective of efficiency, the CMVSs help to reduce the total time to pass through the intersection. Index Terms-Cooperative multi-vessel system, cooperative waterway intersection scheduling, waterway network, autonomous surface vessel, cooperative intelligent traffic system. I. INTRODUCTION I N DENSELY populated regions, like cities, road networks are often confronted with congestion and capacity problems. Many cities have considerable waterway resources, such as Amsterdam, Rotterdam, and Utrecht in The Netherlands, and cities in Jiangsu and Zhejiang Province, East China (Fig. 1). Waterway transport could offer an Manuscript
“…Due to the parameter uncertainties and high nonlinearity of underactuated surface ships, some so-called robust control algorithms have been proposed, such as sliding mode control [8][9][10], neural network control [11][12][13], robust adaptive control [14][15], H robust control [16], backstepping techniques [17][18], fuzzy control [19][20]. In ship motion control, the above methods are very effective in dealing with environmental disturbances and model uncertainties.…”
The course control problem of hovercraft with yaw rate constraint is studied under the system uncertainty caused by model parameter uncertainties and external disturbances. Firstly, a sliding mode observer is proposed to estimate the system uncertainty, which effectively compensates the influence of uncertainty in the process of course control. Secondly, the direct method and indirect method are used to constrain the yaw rate while designing the controller with the backstepping sliding mode. The auxiliary dynamic system is used to adjust the control input in the direct method, while the auxiliary dynamic system is used to constrain the virtual yaw rate, at the same time, the barrier Lyapunov function is used to limit the yaw rate error in the indirect method. Finally, simulation results verify the effectiveness of the method proposed in the terms of uncertainty estimation and yaw rate constraint of hovercraft. It also shows that the indirect method is better than the direct method to strictly constrain the yaw rate. INDEX TERMS Hovercraft, yaw rate constraint, backstepping sliding mode control, sliding mode observer, auxiliary dynamic system.
“…However, it also has following issues. First, the virtual controllers that repeatedly seek higher derivatives will cause computational expansion problems; the design process then requires accurate system functions, which may not be available in engineering [10]. To solve the problem of computational expansion, the existing literature proposes the dynamic surface control (DSC), which simplifies the computational complexity by passing the virtual control variable through a first-order filter [11].…”
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