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国家重点基础研究发展计划(2004CB720704)

作品数:9 被引量:20H指数:3
相关作者:宋云涛张远斌王建青武松涛王开松更多>>
相关机构:中国科学院等离子体物理研究所合肥工业大学更多>>
发文基金:国家重点基础研究发展计划更多>>
相关领域:核科学技术机械工程理学更多>>

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ITER超导馈线系统的设计被引量:13
2005年
ITER(国际热核试验堆)采用超导馈线系统传输磁体线圈所需电流、冷却液及数据信号,并在失超等异常情况,通过馈线转移磁体能量,以保护整个磁体系统。介绍了国际热核试验堆超导馈线系统的结构及设计情况,为同类型超导磁体的馈线设计提供了有益的参考。
张远斌武松涛宋云涛王建青
关键词:馈线磁体
Structural Analysis of the ITER VV Lower Port Region
2007年
A structural analysis of the International Thermonuclear Experimental Reactor (ITER) vacuum vessel's lower port region was presented by means of a finite element analysis method. The purpose is to evaluate the stress and displacement level on this structure under various combinations of five designed loads, including the gravity of the vacuum vessel, seismic loads, electromagnetic loads, and possible pressure loads to ensure structural safety. The cyclic symmetry finite element model of this structure was developed by using ANSYS code. The re- sults showed that the maximum stress does not exceed the allowable value for any of the load combinations according to ASME code and the nine vacuum vessel (VV) supports have the ability to sustain the entire VV and in vessel-components and withstand load combinations under both normal as well as off-normal operation conditions. Stress mainly concentrates on the connecting region of the VV support and lower port stub extension.
蔡影祥武松涛郁杰
关键词:ITER
ITER过渡馈线直线段管的优化设计与屈曲分析被引量:2
2008年
根据强度原则,用有限元静力分析方法优化了馈线系统直线段管中的圆管和波纹管相关结构的设计参数;根据能量准则,通过特征值屈曲分析和非线性屈曲分析方法,用有限元法稳定性的判据计算出长跨度的薄壳直线段管发生失稳时的临界载荷为1.21MPa,验证了该结构在正常工况(安全系数为12.1)和故障状态工况(安全系数为6.05)下不会发生失稳现象,为ITER馈线系统的下一步研制提供了基础。
王开松赵韩宋云涛杨庆喜
关键词:ITER过渡馈线优化设计稳定性判据屈曲分析
ITER终端盒结构设计被引量:1
2006年
终端盒是国际热核聚变实验堆(ITER)磁体系统的重要组成部分,这里介绍了ITER终端盒的结构设计,并采用有限元法对终端盒关键部件进行校核和应力分析,为结构的进一步研制提供了理论依据。
张远斌宋云涛武松涛王建青
关键词:国际热核聚变实验堆终端盒
ITER过渡馈线S弯盒的结构优化设计和地震响应分析被引量:3
2007年
在强度静力分析基础上,对S弯盒壁厚、加强筋间距等参数进行了优化设计和校核。在模态分析基础上,对模型进行了频谱分析和动态时程分析,获得地震动下确保结构安全运行的设计参数。
王开松赵韩宋云涛
关键词:国际热核聚变实验堆地震分析
国际热核聚变实验堆过渡馈线设计与分析被引量:4
2006年
国际热核聚变实验堆(International Thermonuclear Experimental Reactor,简称ITER)采用超导馈线系统传输磁体线圈所需电流、冷却液及数据信号等。文章涉及馈线系统中过渡馈线的设计,并通过有限元法对设计结构进行全面校核和应力分析。校核与应力分析结果为结构的进一步研制提供了理论依据。
张远斌宋云涛武松涛王建青
关键词:过渡馈线
The Effect of Hydrostatic Pressure and Seismic Load on ITER Lower Cryopump Ports
2007年
The lower cryopump ports in International Thermonuclear Experimental Reactor (ITER) as a part of the vacuum vessel play many important roles. As the boundary of vacuum it must be ensured against structural damage. In this study a finite element model of the lower cryopump ports was developed by ANSYS code with a purpose to evaluate the stress and displacement level on it. Two kinds of loads were taken into account. One was the hydrostatic pressure including the normal operation pressure and test pressure. The other was the seismic load. The analysis results show that the peak stress does not exceed the allowable stress for either the hydrostatic pressure or the seismic load according to the ITER structural design criterion, which indicates that the structure has a good safety margin.
蔡影祥郁杰武松涛
关键词:ITER
Preliminary Design and Analysis of ITER In-Wall Shielding
2007年
ITER in-wall shielding (IIS) is situated between the doubled shells of the ITER Vacuum Vessel (IVV). Its main functions are applied in shielding neutron, gamma-ray and toroidal field ripple reduction. The structure of IIS has been modelled according to the IVV design criteria which has been updated by the ITER team (IT). Static analysis and thermal expansion analysis were performed for the structure. Thermal-hydraulic analysis verified the heat removal capability and resulting temperature, pressure, and velocity changes in the coolant flow. Consequently, our design work is possibly suitable as a reference for IT's updated or final design in its next step.
刘常乐郁杰武松涛蔡影祥潘皖江
Numerical Analysis on Neutron Shielding Structure of ITER Vacuum Vessel
2008年
The neutron shielding component of ITER (International Thermonuclear Experimental Reactor) vacuum vessel is a kind of structure resembling a wall in appearance. A FE (finite element) model is set up by using ANSYS code in terms of its structural features. Static analysis, thermal expansion analysis and dynamic analysis are performed. The static results show that the stress and displacement distribution are allowable, but the high stress appears in the junction between the upper and lower parts. The modal analysis indicates that the biggest deformation exists in the port area. Through modal superposition, the single-point response has been found with the lower rank frequency of the acceleration seismic response spectrum. But the deformation and the stress values are within the permissible limit. The analysis results would benefit the work in the next step and provide some reference for the implementation of the engineering plan in the future.
刘常乐武松涛郁杰盛道林
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