首页> 外文会议>14th International Conference on Nuclear Engineering 2006(ICONE14) vol.3 >SCC IN SHROUD SUPPORT CYLINDER VERTICAL WELD LINES (TOKAI-2)
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SCC IN SHROUD SUPPORT CYLINDER VERTICAL WELD LINES (TOKAI-2)

机译:SCC环形支撑圆柱垂直焊接线(TOKAI-2)

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SCC was found outer surface of shroud support cylinder vertical weld lines (V8) made of Nickel based alloy, Alloy 182, for Tokai-2 (BWR-5) operated since 1978. Three SCC among 4 weld lines of V8 were observed.rnThe material of Alloy 182 was known to have SCC potential in BWR environment. Based on the result of finite element method analysis, it was estimated that tensile circumferential stress generated at the upper corner of cylinder corresponding crack location when H7 welded.rnThe integrity assessment against seismic load in design was performed using shell model in finite element method analysis. It assumed conservatively that four vertical through wall cracks along whole length of V8 weld lines and four horizontal through wall partial cracks along H7 weld line at intersections of V8 and H7. The collapse load was estimated by twice slope method, a kind of limit load analysis. As the result of the integrity assessment, a critical horizontal through wall crack length along H7 weld line was about 1400mm per one crack (about 70% of all circumferences). SCC growth was evaluated to reach the critical length after about 20 years, where maximum crack growth rate, 63 mm/year was assumed. It is not judged that the immediate repair of vertical SCC is necessary.
机译:SCC被发现是自1978年开始使用的Tokai-2(BWR-5)镍基合金182合金制成的护罩支撑筒垂直焊接线(V8)的外表面。观察到V8的4条焊接线中有3个SCC。rn已知182号合金在BWR环境中具有SCC潜力。根据有限元分析的结果,估计在H7焊接时,圆柱体上角产生的拉伸周向应力对应裂纹位置。有限元方法分析中使用壳模型对设计中的地震荷载进行了完整性评估。保守地假设在V8和H7的交点处,沿着V8焊缝的整个长度有四个垂直的贯穿墙裂缝,沿着H7焊缝的四个水平贯穿的壁局部裂缝。通过两次斜率法(一种极限载荷分析)来估算倒塌载荷。完整性评估的结果是,沿着H7焊缝的临界水平贯穿壁裂纹长度约为每条裂纹1400mm(约占所有圆周的70%)。在大约20年后,评估了SCC的生长以达到临界长度,其中假定最大裂纹增长率为63 mm /年。认为没有必要立即修复垂直SCC。

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