地震激励下快堆堆芯组件三维碰撞非线性分析研究

NON-LINEAR ANALYSIS OF THREE-DIMENSIONAL COLLISION BETWEEN ASSEMBLIES FOR FAST REACTORS UNDER SEISMIC EXCITATION

  • 摘要: 快堆堆芯组件在地震激励下的振荡变形以及组件间的强烈冲击力会直接影响控制棒的可插入性、组件的结构强度和变形反应性。为确保反应堆的安全性,有必要计算地震工况下快堆堆芯多组件动力学响应。基于钠冷快堆堆芯的经典布置方式和组件结构设计建立了快堆堆芯多组件三维抗震计算模型,解决了组件多角度多点碰撞非线性的难题,提出了针对堆芯等边三角形规则排布多圈组件的高效碰撞循环判据,最后采用隐式Newmark法进行时程分析并完成了三维计算模型与碰撞非线性算法的测试与验证。研究表明:该计算方法在计算精度和保守性上均优于国际同类专用程序,为自主化程序的工程化应用奠定了理论基础。

     

    Abstract: Oscillation deformation and violent impact between assemblies of fast reactors under seismic excitation directly influence the insertability of control rods, the structural strength and the deformation reactivity of reactor assemblies. The dynamic response of multi-assemblies during seismic condition should be calculated for fast reactor safety. Based on classic arrangement and assemblies structure of the sodium fast reactor core, a three-dimensional multi-assemblies seismic analysis model has been established by utilizing implicit Newmark method in order to solve the non-linear multi-point and multi-angle impact problems. An effective circulating method for impact judgment focusing on multi-ring equilateral triangular layout of reactor core assemblies has been proposed. Testing and validation of the three-dimensional computation model by conducting time historic calculation showed that the present model was better than international similar programs in both accuracy and conservatism, which established a theoretical foundation for engineering application of the independent software.

     

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