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EFFECTS OF CYCLIC LOADS ON LBB ASSESSMENT OF HIGH ENERGY PIPING

机译:循环载荷对高能管道LBB评估的影响

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The experimental investigations reported in this paper clearly illustrate the need of addressing the cyclic fracture/tearing and number of safe load cycles in the fracture analysis of NPP piping components. Following conclusions have been drawn from the investigation: 1. The load-controlled tests have highlighted the importance of the number of load cycles in the fracture assessment of piping, subjected to a cyclic loading event. The cyclic fracture tests have shown, that the pipes will fail in limited number of load cycles with the load amplitude sufficiently below the monotonic fracture collapse loads. The displacement-controlled cyclic tearing tests have shown, significant reduction in the fracture resistance in comparison to corresponding monotonic. Hence cyclic effects should be accounted for in the LBB qualification of the piping components. 2. Based on experimental results, a Master Curve was developed to quantify the damage (loss in load carrying capacity and loss in fracture resistance) due to cyclic loading as a function of number of load cycles and monotonic fracture load of circumferentially through wall cracked straight pipes made of ductile material such as Low Carbon Steel or Stainless Steel. The curve is independent of crack sizes as well as pipe sizes, since all experiment data lie within a narrow scatter band. This curve gives the load reduction factor as a function of the number of load cycles and is applied on the monotonic critical load. 3. Based on Master Curve "Additional Safety Margins" were evaluated to account forthe cyclic tearing damage and the same has been recommended for LBB qualification of PHT piping of NPPs. It was deciced to use a safety factor of 4/3 for SSE loading and 3/2 for OBE loading over the monotonic critical load, for LLB assessment. For an OBE, the factor is relatively higher in view of its higher frequency of occurrence than a SSE. These additional safety margins would be applied to Indian nuclear power plants, since none of the current international standards or regulatory guides account for these effects. More details on certain aspect of the above investigations can be referred to in Gupta et al [6].
机译:本文报道的实验研究清楚地说明了在NPP管道组件的断裂分析中需要解决周期性断裂/撕裂和安全载荷循环数的问题。从调查中得出以下结论:1.负荷控制试验强调了承受循环负荷事件的管道断裂评估中负荷循环次数的重要性。循环断裂试验表明,管道将在有限的载荷循环中失效,且载荷幅度要充分低于单调断裂破坏载荷。位移控制的循环撕裂试验表明,与相应的单调性相比,断裂阻力显着降低。因此,在管道组件的LBB认证中应考虑周期性影响。 2.根据实验结果,开发了一条主曲线来量化循环荷载引起的损伤(承载能力的损失和抗断裂性的损失)与荷载循环次数和周向贯穿墙体开裂直角的单调断裂荷载的函数关系由韧性材料制成的管道,例如低碳钢或不锈钢。由于所有实验数据都位于狭窄的散射带内,因此该曲线与裂纹尺寸以及管道尺寸无关。该曲线给出了作为负载循环次数的函数的负载减少因子,并应用于单调临界负载。 3.根据主曲线,对“附加安全裕度”进行了评估,以解决循环撕裂损坏,并建议对NPP的PHT管道进行LBB鉴定。为了进行LLB评估,在单调临界载荷下,SSE载荷的安全系数为4/3,OBE载荷的安全系数为3/2。对于OBE,鉴于其发生频率比SSE高,因此该因子相对较高。这些额外的安全裕度将适用于印度核电站,因为当前的国际标准或监管指南均未考虑这些影响。有关上述研究的某些方面的更多详细信息,请参见Gupta等[6]。

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