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Dynamics and generation of stress waves in cracked graphite moderator bricks

机译:裂纹石墨慢化砖的动力学和应力波的产生

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In the present study, static and dynamic analyses have been performed for graphite moderator bricks with and without key grooves under the different initial loading conditions of pure bending and slot rotation by using the finite element method. The possibilities of the occurrence of multiple cracking due to internal stresses have been investigated in terms of the (1) initial loading condition; (2) vibration mode shapes; and (3) damping of the bricks. Firstly, modal dynamic analysis has been carried out, and the effect of the initial loading conditions, such as pure bending and slot rotation, on the dynamic stress responses was investigated. It was found that stress enhancement was more significant under the condition of pure bending than that of slot rotation. For pure bending, the key groove which was opposite to the primary cracking site had the maximum dynamic circumferential stress. This implied that secondary cracking might occur at this position under pure bending. Secondly, in order to investigate the dominant mode shape for the stress enhancement, natural frequency analysis has been conducted. Fast Fourier Transformation (FFT) has also been performed to convert time-domain stress responses into frequency-domain stress responses. The initial loading conditions determined which mode shape was dominant for the stress enhancement. It was also suggested that a fundamental mode shape principally contributed to the occurrence of the multiple cracking. Thirdly, modal damping analysis has been performed, and the effect of damping on the stress enhancement was studied. It was found that damping had little effect on the initial peak of the dynamic stress response. This suggested that secondary cracking might still occur at the key groove opposite the primary cracking site, even if damping was present. The results of the analysis give a fundamental insight into the mechanism that may lead to multiple cracking in graphite components subject to internal stresses. However, the effects of 3-D, crack propagation speed and external restraint have not been taken into consideration in the present study. These effects may mitigate the possibility of secondary cracking, and are parts of further investigation.
机译:在本研究中,通过有限元方法对纯弯曲和槽旋转的不同初始载荷条件下具有和不具有键槽的石墨慢化砖进行了静态和动态分析。根据(1)初始载荷条件,研究了由于内应力而导致多次破裂的可能性。 (2)振动模式形状; (3)减震砖。首先,进行了模态动力分析,并研究了初始载荷条件(如纯弯曲和槽旋转)对动应力响应的影响。结果发现,在纯弯曲的条件下,应力的增强比槽的旋转更明显。对于纯弯曲,与主要裂纹部位相对的键槽具有最大的动态圆周应力。这意味着在纯弯曲下该位置可能会发生二次裂纹。其次,为了研究用于增强应力的主模形状,进行了固有频率分析。快速傅里叶变换(FFT)也已执行,可以将时域应力响应转换为频域应力响应。初始加载条件确定了哪种模态形状是应力增强的主导。也有人提出,基本的模态形状主要是造成多重裂纹的原因。第三,进行了模态阻尼分析,研究了阻尼对应力增强的影响。发现阻尼对动应力响应的初始峰值影响很小。这表明即使存在阻尼,二次裂纹仍可能在与主要裂纹部位相对的键槽处发生。分析结果对可能导致内部应力引起的石墨零件多次开裂的机理提供了基本的了解。然而,在本研究中没有考虑3-D,裂纹扩展速度和外部约束的影响。这些影响可以减轻二次破裂的可能性,并且是进一步研究的一部分。

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