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Effect of Pipe Bend Shape Imperfections on Creep-Fatigue Crack Growth

机译:管弯曲形状缺陷对蠕变 - 疲劳裂纹生长的影响

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This study is concerned with assessing the structural integrity of power plant pipes which operate under creep and fatigue conditions. In the manufacturing process of pipe bends it is difficult to avoid thickening on the inner radius of the pipe bend and thinning on the outer radius of the pipe bend. The cross section of the bend also becomes non circular due to bending process;; this tends to cause ovality in pipe bends. The acceptability of pipe bends is based on the induced level of shape imperfections considered. The influence of internal pressure, operation time and shape imperfections of pipe bend on stress-strain redistributions and creep-fatigue crack growth rate was investigated using FE-analysis and experiments at elevated temperature. Full-size stress-strain state analysis of pipe bend was performed for different stage of lifetime under considering loading conditions. As a result it was found that the effect of ovality and thinning cross sections interaction is significant and is a function of creep time. The tensile tests were performed for determination the main mechanical properties of pipe bend's material after loading history. The smooth and compact specimens were cut out from four tension and compression critical zones of the same pipe bend with given ovality and thinning cross sections as well as operating time. The creep-fatigue crack growth rate tests were performed on special designed program test-cycle. Comparison between new and old materials shows tensile properties of 12CrlMoV steel have degraded by long-term high-temperature service;; while comparison between the creep-fatigue crack growth rate characteristics indicates that they are a function of the critical zone positions in the considered pipe bend. A new parameter for characterization of the crack growth resistance for power plant materials and structures under elevated temperature is used in the form of creep stress intensity factor.
机译:本研究涉及评估在蠕变和疲劳条件下运行的发电厂管道的结构完整性。在管弯的制造过程中,难以避免管道弯曲的内半径和管弯的外半径上的增厚。由于弯曲过程,弯曲的横截面也变为非圆形;这倾向于引起管道弯曲中的椭圆度。管弯的可接受性是基于所考虑的形状缺陷水平。使用Fe分析和升高温度下的实验研究了管弯对应力 - 应变再分布和蠕变疲劳裂纹生长速率的内部压力,操作时间和形状缺陷的影响。考虑加载条件,对不同阶段进行管弯的全尺寸应力 - 应变状态分析。结果发现,椭圆度和稀释截面相互作用的效果是显着的,并且是蠕变时间的函数。进行拉伸试验,用于测定装载历史后管弯材料的主要机械性能。从相同管道弯曲的四个张力和压缩临界区域切出光滑和紧凑的样品,其具有给定的椭圆形和稀疏横截面以及操作时间。在特殊设计的程序测试循环上进行蠕变疲劳裂纹裂纹生长速率测试。新旧材料之间的比较显示了12Crlmov钢的拉伸性能,通过长期高温服务降低;虽然蠕变 - 疲劳裂纹的裂纹生长速率特性之间的比较表明它们是所考虑的管道弯曲中的临界区位置的函数。用于表征电厂材料和升高温度下的结构的裂纹生长阻力的新参数以蠕变应力强度因子的形式使用。

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