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CHANGES IN TENSILE PROPERTIES DUE TO COLD BENDING OF LINE PIPES

机译:管线冷弯导致的拉伸性能变化

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摘要

The changes in the tensile properties of line pipes due to cold bending were experimentally and analytically investigated. Full-scale cold bending experiments were performed on API X60 and X80 grade line pipes. The reduction in the yield stress of the cold bends due to the Bauschinger effect was approximately 20% and 35% for X60 and X80, respectively. In order to evaluate the changes in the tensile properties of the pipes quantitatively, finite element (FE) analyses and small-scale experiments were conducted. The FE analytical model for simulating the strain distribution at various bending angles was verified with the results of the full-scale experiments. The tensile properties of the cold bends were in good agreement with those of the small-scale experiments using uni-axially prestrained specimens. Based on the present results, an estimation method was proposed for evaluating the distribution of the tensile properties after cold bending with the analytical model using the results of the tensile tests for prestrained specimens.
机译:通过实验和分析研究了由于冷弯引起的管线管拉伸性能的变化。在API X60和X80级管线管上进行了全面的冷弯实验。由于包辛格效应,X60和X80的冷弯屈服应力降低分别约为20%和35%。为了定量评估管道的拉伸性能变化,进行了有限元(FE)分析和小规模试验。通过全尺寸实验,验证了用于模拟各种弯曲角度下的应变分布的有限元分析模型。冷弯的拉伸性能与使用单轴预应变试样​​的小规模试验的拉伸性能良好吻合。基于目前的结果,提出了一种估计方法,该方法利用分析模型使用预应变试样​​的拉伸试验结果来评估冷弯后的拉伸性能分布。

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