基于移动粒子法的快堆自由表面流体对容器顶盖冲击现象的数值模拟
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摘要
快堆的主容器内存在自由表面流体,当发生长周期地震时,该流体的晃动有可能冲击到容器顶盖,对反应堆的安全造成威胁。文章引入移动粒子法——MPS方法来模拟流体的运动。在验证了该粒子法对于容器内自由表面晃动问题的准确性和有效性之后,进一步模拟了正弦三波激励下液面晃动对容器顶盖的冲击现象,得到的冲击压力可为容器结构完整性分析提供载荷。
There is the free surface in the main vessel of fast reactor,when long period earthquakes happen,the fluid will impact the coping of vessel and make the reactor dangerous.The flow of the fluid was simulated by moving particle semi-implicit method.The phenomenon on sloshing response of the free surface in the main vessel of fast reactor excited by 3 sine waves was simulated.The impact pressure from the research can provide important loadings for the integrality analysis of the main vessel.
There is the free surface in the main vessel of fast reactor,when long period earthquakes happen,the fluid will impact the coping of vessel and make the reactor dangerous.The flow of the fluid was simulated by moving particle semi-implicit method.The phenomenon on sloshing response of the free surface in the main vessel of fast reactor excited by 3 sine waves was simulated.The impact pressure from the research can provide important loadings for the integrality analysis of the main vessel.
引文
[1]HARLOW F H,WELCH J E.Numerical calcu-lation of time-dependent viscous incompressible flow offluid with free surface[J].Phys Fluids,1965,8(2):2 182-2 189.
[2]GINGOLD R A,MONAGHAN J J.Smoothedparticle hydrodynamics:Theory and applicationto non-spherical stars[J].Mon Not R AstonSoc,1977,181:375-389.
[3]KOSHIZUKA S,TAMAKO H,OKA Y.Aparticle method for incompressible viscous flowwith fluid fragmentation[J].Comput Fluid Dyn,1995,181(4):29-46.
[4]陆道纲,高晓安.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[C]∥第十一届全国反应堆结构力学会议论文专辑.北京:原子能出版社,2000:152-158.
[5]陆道纲.CEFR主容器内正弦三波激励下液面晃动响应[J].核科学与工程,2003,23(4):306-310.LU Daogang.Sloshing response of the free sur-face in the main vessel of CEFR excited by 3 sinewaves[J].Chin J of Nucl Sci Eng,2003,23(4):306-310(in Chinese).
[6]AMSDEN A A,HARLOW F H.A simplifiedMAC technique for incompressible fluid flow cal-culations[J].J Comp Phys,1970,6(2):322-325.
[7]TAKIZAWA A,KOSHIZUKA S,KONDO S.Generalization of physical component boundaryfitted coordinate(PCBFC)method for the analy-sis of free surface flow[J].Int J Num MethodFluids,1992,15:1 213-1 237.
[8]余华金.CEFR堆容器应力分析与评价[D].北京:中国原子能科学研究院,2004:31-34.
[9]胡聿贤.地震安全性评价技术教程[M].北京:地震出版社,1999.
[10]国家核安全局政策法规处.核电厂安全导则汇编(HAF0102)附录Ⅰ[S].北京:中国法制出版社,1992:36-37.
[2]GINGOLD R A,MONAGHAN J J.Smoothedparticle hydrodynamics:Theory and applicationto non-spherical stars[J].Mon Not R AstonSoc,1977,181:375-389.
[3]KOSHIZUKA S,TAMAKO H,OKA Y.Aparticle method for incompressible viscous flowwith fluid fragmentation[J].Comput Fluid Dyn,1995,181(4):29-46.
[4]陆道纲,高晓安.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[C]∥第十一届全国反应堆结构力学会议论文专辑.北京:原子能出版社,2000:152-158.
[5]陆道纲.CEFR主容器内正弦三波激励下液面晃动响应[J].核科学与工程,2003,23(4):306-310.LU Daogang.Sloshing response of the free sur-face in the main vessel of CEFR excited by 3 sinewaves[J].Chin J of Nucl Sci Eng,2003,23(4):306-310(in Chinese).
[6]AMSDEN A A,HARLOW F H.A simplifiedMAC technique for incompressible fluid flow cal-culations[J].J Comp Phys,1970,6(2):322-325.
[7]TAKIZAWA A,KOSHIZUKA S,KONDO S.Generalization of physical component boundaryfitted coordinate(PCBFC)method for the analy-sis of free surface flow[J].Int J Num MethodFluids,1992,15:1 213-1 237.
[8]余华金.CEFR堆容器应力分析与评价[D].北京:中国原子能科学研究院,2004:31-34.
[9]胡聿贤.地震安全性评价技术教程[M].北京:地震出版社,1999.
[10]国家核安全局政策法规处.核电厂安全导则汇编(HAF0102)附录Ⅰ[S].北京:中国法制出版社,1992:36-37.
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