首页> 外文会议>International conference on structural mechanics in reactor technology >Comparison of Stress Intensity Factor Calculation for Surface Flaws Using Polynomial Stress Fit Versus Using Universal Weight Functions for Highly Nonlinear Through-wall Stress Distributions
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Comparison of Stress Intensity Factor Calculation for Surface Flaws Using Polynomial Stress Fit Versus Using Universal Weight Functions for Highly Nonlinear Through-wall Stress Distributions

机译:使用多项式应力拟合计算表面缺陷的应力强度因子与使用通用权重函数计算高度非线性贯穿壁应力分布的比较

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In order to evaluate flaws detected during in-service inspection of nuclear power plant components, linear elastic fracture mechanics flaw evaluations based on the ASME Section XI flaw evaluation procedure and acceptance criteria are performed. The magnitude of stresses in the flawed component is needed to determine the crack tip stress intensity factors, along with the geometry of the component, flaw dimensions and orientation. The stress intensity factors can then be used in further analyses of the detected flaw such as crack growth calculations as well as determining the maximum acceptable flaw sizes for continued operation. For some of the pressurized water reactor (PWR) power plant weldments, the through-wall residual stress distributions can be highly nonlinear. Appendix A of ASME Section Ⅺ and API-579 provide the methodology for calculating crack tip stress intensity factor based on 3rd and 4th order polynomial fits of the through-wall stress distribution, respectively. For highly nonlinear through-wall stress distributions where 3rd or 4th order polynomial fits may not adequately represent these stress distributions, closed-form equations for calculating crack tip stress intensity factors based on the Universal Weight Function Method may be more accurate, In this method, the through-wall stress distribution is divided into multiple piece-wise segments and the stress distribution in each segment is curve fitted by either a linear equation or a polynomial. This method has shown to provide higher accuracy in the stress intensity factors calculated for complicated stress distributions. In this paper, stress intensity factors calculated based a 4th order polynomial stress fit are compared with that based on the Universal Weight Function Method for several highly nonlinear through-wall stress distribution profiles. The resulting crack tip stress intensity factors are then used in stress corrosion crack growth calculations. The goal of the study is to assess the impact on the crack growth results for highly nonlinear through-wall stress distributions using the crack tip stress intensity factors calculated based on a 4th order polynomial stress fit and the Universal Weight Function Method.
机译:为了评估在核电厂部件的在役检查期间检测到的缺陷,基于ASME第XI节缺陷评估程序和验收标准进行了线性弹性断裂力学缺陷评估。缺陷组件中的应力大小需要确定裂纹尖端应力强度因子,以及组件的几何形状,缺陷尺寸和方向。然后,可以将应力强度因子用于检测到的缺陷的进一步分析(例如,裂纹扩展计算)以及确定连续操作的最大可接受缺陷尺寸。对于某些压水堆(PWR)电厂焊件,贯穿壁的残余应力分布可能是高度非线性的。 ASME第Section节的附录A和API-579提供了分别基于穿墙应力分布的三阶和四阶多项式拟合计算裂纹尖端应力强度因子的方法。对于3阶或4阶多项式拟合无法充分表示这些应力分布的高度非线性贯通壁应力分布,基于通用权重函数法计算裂纹尖端应力强度因子的闭合形式方程可能会更准确,在这种方法中,穿墙应力分布分为多个分段,每个分段中的应力分布通过线性方程或多项式进行曲线拟合。该方法已显示出为复杂的应力分布计算的应力强度因子提供了更高的精度。在本文中,将基于四阶多项式应力拟合计算的应力强度因子与基于通用权重函数方法计算的应力强度因子进行了比较,以得到几种高度非线性的贯穿壁应力分布曲线。然后将所得的裂纹尖端应力强度因子用于应力腐蚀裂纹扩展计算。该研究的目的是使用基于四阶多项式应力拟合和通用加权函数法计算的裂纹尖端应力强度因子,评估高度非线性贯穿壁应力分布对裂纹扩展结果的影响。

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