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3D modelling of loop layout, pipe stress analysis and structural responses of high-pressure high-temperature experimental helium cooling loop (EHCL)

机译:高压高温实验氦冷却回路(EHCL)的环路布局,管应力分析和结构应答的3D建模

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Institute for Plasma Research (IPR) is developing an Experimental Helium Cooling Loop (EHCL) as a part of R&D activities in fusion blanket technologies. This system is designed to test various nuclear fusion blanket mock-ups. The primary loop is designed to remove 75 kW heat load on the Test Section Module (TSM). This system is a high-pressure high-temperature loop which produces significant deflections and thermal expansions in the piping network, which leads to the reaction forces and moments. During the earthquake, an additional high acceleration acts (in all directions) on the piping system which again enhances the pipe deflections.This paper describes EHCL equipment arrangement, loop layout, methodology and results of pipe stress analysis. EHCL equipment are connected through DN 50 schedule 80 major pipes and associated valves. The high temperature piping network is analyzed for sustained and occasional load responses to ensure the integrity of the system. The process piping code ASME B31.3 is referred for pipe stress analysis. The calculated stresses are in acceptable limit. The least available stress margin is (similar to)29% and the corresponding displacements are 9.8 mm, 19.72 mm and 21.76 mm in x, y and z directions respectively are observed in the heater outlet to TSM inlet line. The obtained results of reaction forces and moment forces would be utilized as an input for the selection of pipe supports. The results of pipe stress analysis would be used in further loop optimization.
机译:等离子体研究所(IPR)正在开发一种实验氦冷却环(EHCL),作为融合毯技术中的研发活动的一部分。该系统旨在测试各种核融合毯模型。主循环设计为在测试部分模块(TSM)上移除75 kW热负荷。该系统是高压高温回路,在管道网络中产生显着的偏转和热膨胀,这导致反应力和时刻。在地震期间,在管道系统上额外的高加速度(围绕所有方向),该系统再次增强管道偏转。本文描述了EHCL设备布置,环路布局,管应力分析的方法和结果。 EHCL设备通过DN 50连接80个主要管道和相关阀。分析高温管道网络以进行持续和偶尔的负载响应,以确保系统的完整性。工艺管道代码ASME B31.3被提及管道应力分析。计算的应力是可接受的极限。最小可用应力余量(类似于)29%,并且在加热器插座中分别观察到X,Y和Z方向上的相应位移为9.8mm,19.72mm和21.76mm。所得反应力和时刻力的结果将被用作选择管支撑件的输入。管应力分析的结果将用于进一步的环路优化。

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