首页> 外文会议>Proceedings of International Conference on Structural Mechanics in Reactor Technology >HIGH-CYCLE METAL FATIGUE UNDER MULTIAXIAL LOADINGDAMAGE ACCUMULATION MODELS APPLIED TO AN INDUSTRIALSTRUCTURE
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HIGH-CYCLE METAL FATIGUE UNDER MULTIAXIAL LOADINGDAMAGE ACCUMULATION MODELS APPLIED TO AN INDUSTRIALSTRUCTURE

机译:多轴载荷损伤累积模型下的高循环金属疲劳应用于工业结构

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Some components in French nuclear power plants are submitted to thermo-mechanical loadings during theirlifetime. Thermal fatigue cracking (striping) is observed in the mixing zones of the reactor in some areas of theresidual heat removal system (RHR). Edge cracks located on the internal surface of the pipe are observedessentially near weld tips but also far from the weld. Crack initiation has been related in a qualitative way to thethermal fluctuation and to the detrimental effects of residual weld stress and surface finishing. The aim is tosimulate the damage accumulation for two industrial structures : a mock-up of a RHR and the RHR itself. Forthat we used two endurance limit criteria for multiaxial loading : MATAKE and DANG VAN both based on theconcept of critical plane. We extend these models to damage accumulation and constant or variable amplitudeloading. Furthermore, in these models we have introduced a new parameter to take into account an initialhardening. These criteria have been implemented in Code_Aster?, the structural analysis finite element code ofEDF [http://www.code-aster.org]. Finite Element simulations are carried out on a RHR structure and anexperimental T-piece, denoted FATHER, in which cold water and hot water are mixed. In our computations thethermal loading used results from a thermo-hydraulic calculation realized at EDF R&D [1,2]. For the momentthere is no guaranty about the validity of thermal loading, but we consider that it is sufficiently realistic to beemployed.From the comparison of the numerical results we conclude that the damage is at least three times moreimportant with models extended to variable amplitude than with those extended to constant amplitude.Furthermore when we compare the largest fatigue damage obtained with a variable amplitude criterion in whichthe pre-hardening coefficient is equal to 1.25, with a constant amplitude criterion the ratio is about ten.
机译:法国核电厂的某些组件在其运行期间承受热机械负荷 一生。在反应堆的某些区域的反应器混合区中观察到热疲劳开裂(剥离)。 余热排除系统(RHR)。观察到位于管道内表面的边缘裂纹 基本上靠近焊缝尖端,但也远离焊缝。裂纹萌生与定性有关。 热波动以及对残余焊接应力和表面光洁度的不利影响。目的是 模拟两个工业结构的损害累积:RHR的模型和RHR本身。为了 我们对多轴载荷使用了两个耐久性极限标准:MATAKE和DANG VAN都基于 关键飞机的概念​​。我们将这些模型扩展到损伤累积和恒定或可变振幅 加载中。此外,在这些模型中,我们引入了一个新参数来考虑初始 硬化。这些标准已在Code_Aster?中实施,Code_Aster?是结构分析的有限元代码, EDF [http://www.code-aster.org]。有限元模拟是在RHR结构上进行的, 实验性T形件,标为FATHER,其中混合有冷水和热水。在我们的计算中 使用的热负荷是由EDF R&D [1,2]实现的热工液压计算得出的。目前 没有关于热负荷有效性的保证,但是我们认为它足够现实 受雇。 通过对数值结果的比较,我们得出的结论是损坏至少是原来的三倍以上 与扩展到恒定振幅的模型相比,扩展到可变振幅的模型很重要。 此外,当我们用可变幅度标准比较获得的最大疲劳损伤时, 预硬化系数等于1.25,以恒定振幅准则,该比率约为10。

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