CEFR主容器内正弦三波激励下液面晃动响应
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
开发了一套可用于估算正弦三波激励下液面晃动对容器壁和顶盖冲击压力的工程方法,计算结果为中国实验快堆(CEFR)主容器及堆内构件的应力分析提供了重要的载荷输入。
A engineering method was developed to estimate the pressure imposed on the wall and the cover of the main vessel of China Experiment Fast Reactor (CEFR) caused by the sloshing of the free surface excited by 3 sine waves. Results from this research have provided important loadings for the stress analysis of the main vessel as well as the internals.
引文
[1] 国家核安全局.核安全导则汇编.附录Ⅱ.核电厂的抗震设计与鉴定(HAD102/02) [M].北京:中国法制出版 社,1998.
    [2] 国家核安全局政策法规处.核电厂安全导则汇编(HAF0102) 附录Ⅰ[1] .北京:中国法制出版社,1992.
    [3] 陆道纲,高晓安等.液面晃动三维程序的开发及其在储液容器流固耦合分析中的应用.第十一届全国反应堆结构力学会议论文专辑[M].北京:原子能出版社,2000. 152-158.
    [4] Liu W K, Ma D C. Coupling effect between liquid sloshing and flexible fluid filled system[J]. Nuclear Engineering and Design, 1982,72: 345-357.
    [5] Fujita K, Ito T, et al. Seismic response of liquid sloshing in the annular region formed by coaxial circular cyl-inders[J]. Engineering Computations, 1985, 2:299-306.
    [6] 胡聿贤.地震安全性评价技术教程[M].北京:地震出版社,1999.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心