磁耦合谐振式无线电能传输技术凭借其传输距离远、传输效率高等优势逐渐成为了无线电能传输方面研究的热点,而磁耦合谐振系统的设计和优化依赖于准确的参数计算和系统性能计算。针对这一问题提出采用部分元等效电路PEEC(partial element...磁耦合谐振式无线电能传输技术凭借其传输距离远、传输效率高等优势逐渐成为了无线电能传输方面研究的热点,而磁耦合谐振系统的设计和优化依赖于准确的参数计算和系统性能计算。针对这一问题提出采用部分元等效电路PEEC(partial element equivalent circuit)法进行计算。首先介绍了PEEC的基本理论以及部分参数的计算方法,然后建立耦合线圈的部分元等效电路模型,对平面矩形螺旋线圈的自感和互感进行计算,通过计算结果和实验结果的对比验证了PEEC法计算参数的高效性和准确性。在此基础上,分别建立了双线圈系统和单共振磁耦合谐振式无线电能传输系统,采用PEEC法结合电路法对2个系统的传输特性分别进行了研究和分析,并通过与有限元法计算结果的对比,验证了所提方法的准确性和快速性。展开更多
An optimal configuration of the flux-reversal linear synchronous motor (FRLSM) with the optimal number of attachment permanent magnets (PMs) was presented. The optimal model of 2 000 N was designed to reduce the deten...An optimal configuration of the flux-reversal linear synchronous motor (FRLSM) with the optimal number of attachment permanent magnets (PMs) was presented. The optimal model of 2 000 N was designed to reduce the detent force by redesigning the air-gap structure and skewing. The design parameters,mover PMs and stator core,were selected for optimal design by DOE. The thrust and the detent force of the designed optimal models were compared by finite element analysis (FEA). As a result,the thrust of the optimal model is slightly decreased by 1.97% compared with the basic model,and the detent force of the optimal model is greatly decreased by 88.47% compared with the basic model.展开更多
The influences of soil dilatancy angle on three-dimensional （3D） seismic stability of locally-loaded slopes in nonassociated flow rule materials were investigated using a new rotational collapse mechanism and quasi-...The influences of soil dilatancy angle on three-dimensional （3D） seismic stability of locally-loaded slopes in nonassociated flow rule materials were investigated using a new rotational collapse mechanism and quasi-static coefficient concept. Extended Bishop method and Boussinesq theorem were employed to establish the stress distribution along the rupture surfaces that are required to obtain the rate of internal energy dissipation for the nonassociated flow rule materials in rotational collapse mechanisms. Good agreement was observed by comparing the current results with those obtained using the translational or rotational mechanisms and numerical finite difference method. The results indicate that the seismic stability of slopes reduces by decreasing the dilatancy angle for nonassociated flow rule materials. The amount of the mentioned decrease is more significant in the case of mild slopes in frictional soils. A nearly infinite slope under local loading, whether its critical failure surface is 2D or 3D, not only depends on the magnitude of the external load, but also depends on the dilataney angle of soil and the coefficient of seismic load.展开更多
文摘磁耦合谐振式无线电能传输技术凭借其传输距离远、传输效率高等优势逐渐成为了无线电能传输方面研究的热点,而磁耦合谐振系统的设计和优化依赖于准确的参数计算和系统性能计算。针对这一问题提出采用部分元等效电路PEEC(partial element equivalent circuit)法进行计算。首先介绍了PEEC的基本理论以及部分参数的计算方法,然后建立耦合线圈的部分元等效电路模型,对平面矩形螺旋线圈的自感和互感进行计算,通过计算结果和实验结果的对比验证了PEEC法计算参数的高效性和准确性。在此基础上,分别建立了双线圈系统和单共振磁耦合谐振式无线电能传输系统,采用PEEC法结合电路法对2个系统的传输特性分别进行了研究和分析,并通过与有限元法计算结果的对比,验证了所提方法的准确性和快速性。
基金Work supported by the Second Stage of Brain Korea 21 Projects
文摘An optimal configuration of the flux-reversal linear synchronous motor (FRLSM) with the optimal number of attachment permanent magnets (PMs) was presented. The optimal model of 2 000 N was designed to reduce the detent force by redesigning the air-gap structure and skewing. The design parameters,mover PMs and stator core,were selected for optimal design by DOE. The thrust and the detent force of the designed optimal models were compared by finite element analysis (FEA). As a result,the thrust of the optimal model is slightly decreased by 1.97% compared with the basic model,and the detent force of the optimal model is greatly decreased by 88.47% compared with the basic model.
文摘The influences of soil dilatancy angle on three-dimensional （3D） seismic stability of locally-loaded slopes in nonassociated flow rule materials were investigated using a new rotational collapse mechanism and quasi-static coefficient concept. Extended Bishop method and Boussinesq theorem were employed to establish the stress distribution along the rupture surfaces that are required to obtain the rate of internal energy dissipation for the nonassociated flow rule materials in rotational collapse mechanisms. Good agreement was observed by comparing the current results with those obtained using the translational or rotational mechanisms and numerical finite difference method. The results indicate that the seismic stability of slopes reduces by decreasing the dilatancy angle for nonassociated flow rule materials. The amount of the mentioned decrease is more significant in the case of mild slopes in frictional soils. A nearly infinite slope under local loading, whether its critical failure surface is 2D or 3D, not only depends on the magnitude of the external load, but also depends on the dilataney angle of soil and the coefficient of seismic load.
