Numerical Analysis of Electromagneto-Mechanical Coupling Dynamic Response of a Typical Tokomak Structure

In an effort to simulate the dynamic behavior of a non-ferromagnetic conducting structure with consideration of the magnetic damping effect,a finite element code is developed,which is based on the reduced vector potential (Ar) method,the step-by-step integration algorithm and a time-partitioned strategy.An additional term is introduced to the conventional governing equations of eddy current problems to take into account the velocity-induced electric field corresponding to the magnetic damping effect.The TEAM-16 benchmark problem is simulated using the proposed method in conjunction with the commercial code ANSYS.The simulation results indicate that the proposed method has better simulation accuracy,especially in the presence of a high-intensity external magnetic field.     

Numerical Analysis on the Magneto-Elastic Stability of Current-Carrying Conductors: Aiming at Applications for the Tokamak System

A novel method for calculating the magnetic stiffness matrix was proposed for the numerical analysis of the magneto-elastic stability of complicated current-carrying structures aim- ing for application in the magneto-elastic behavior of the tokamak system. A code based on the proposed method was developed and applied to the numerical analysis of two typical current- carrying structures. The good consistency of the numerical and analytical results validated the proposed method and the related numerical code.     

交变荷载作用下CFRP布加固RC梁耐久性能试验研究

为了探究CFRP布加固钢筋混凝土梁(RC梁)在交变荷载作用下的耐久性,对8根CFRP布加固RC梁进行了恒载和交变荷载作用下的15 d、30 d老化试验,并通过三点弯曲试验得到了试验梁在不同荷载作用下的破坏模式、极限荷载、极限应变、弯曲性能、裂缝数量以及裂缝宽度。结果表明:经交变荷载作用15 d、30 d后,CFRP布加固RC梁的力学性能下降显著,试验梁的极限荷载、剥离荷载与极限应变均呈下降趋势;与相同龄期下的恒载(24 kN)相比,交变荷载作用15 d、30 d后,试验梁的极限应变平均降低了11.44%、15.23%;交变载荷作用下CFRP布加固RC梁的抗裂性能与弯曲性能减弱程度比恒载作用更显著。