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ANALYSIS OF SNUBBER REDUCTION OF SECONDARY HOT LEG IN FAST FLUX TEST FACILITY

机译:快速磁通测试设施中二次热腿缓冲减少分析

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This paper describes analyses to qualify the structural integrity of the secondary hot leg (SHL) dump heat exchanger(DHX) piping system of the Fast Flux Test Facility (FFTF) under seismic loading after a number of seismic snubbers were deleted. A baseline geometric model was developed using ADLPIPE computer code, Version 2E1A, 1984. Several seismic analyses were performed with the number of snubbers reduced to determine a support configuration with acceptable anchor and support loads, as well as acceptable piping stresses. A thermal analysis was performed at an operating temperature of 965 ℉ (518°C) to qualify the piping system after replacing some seismic snubbers with rigid supports. A series of displacements from flow- or pump-induced vibration was measured. These vibrations, on the order of tens of seconds or minutes apart, were not continuous and steady, but were a series of forced displacements that rapidly damped out to zero. A scoping evaluation of the effect of the vibration found that the calculated stress is within limits. Results of the stress analysis of the piping with snubber reduction are qualified in accordance with ASME, Section III, Class 1, requirements. Nearly 67 percent of the snubbers in Loop 1 of the SHL piping system can be eliminated or replaced with rigid struts at the same location and orientation. The effects of inelastic strain accumulation, creep-fatigue damage and interaction, and elastic follow-up are evaluated by comparing these results to those of inelastic analysis. Revised anchor and hanger loads were evaluated by comparing these results to those from the original seismic analysis.
机译:本文介绍了在删除了许多地震缓冲器之后,在地震加工后,分析符合次级热腿(SHL)倾换热交换器(DHX)管道系统(DHX)管道系统(FFTF)在删除时的地震负载下的偏振。使用ADLPIPE计算机代码,2E1A,1984开发了基线几何模型。通过减少的缓冲器数量进行多个地震分析,以确定具有可接受的锚和支撑载荷的支撑构型,以及可接受的管道应力。在用刚性支撑件更换一些地震缓冲器后,在965℃(518℃)的工作温度下进行热分析,以获得管道系统。测量来自流动或泵诱导的振动的一系列位移。这些振动,大约几十秒或分钟的速度,并不连续而稳定,但是是一系列强制移动,迅速抑制到零。对振动效果的范围评估发现计算的应力在限制范围内。使用缓冲器减少管道的应力分析结果符合ASME,第III系,第1类,要求。 SHL管道系统的循环1中的近67%的缓冲器可以在同一位置和方向上用刚性支柱替换或替换。通过将这些结果与非弹性分析的比较来评估无弹性应变累积,蠕变 - 疲劳损伤和相互作用和弹性随后的影响。通过将这些结果与原始地震分析的比较来评估修正的锚和衣架载荷。

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