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EFFECT OF TAPER ANGLE ON PLASTIC COLLAPSE OF PIPE JOINT WITH DIFFERENT WALL THICKNESS AND STRENGTH

机译:锥角对壁厚和强度不同的管接头塑性塌陷的影响

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The plastic collapse behavior of the pipelines with the different wall thickness and different strength was evaluated by using the finite element analyses. Joint designs of the API X65-API X80, API X42-API X65 and API X42-API X80 were employed to investigate the plastic collapse under tensile, internal pressure or bending load. The wall thickness ratios of the pipe joint combinations with an outer diameter of 762 mm (30 inch) were 1.22, 1.54 and 1.89. End face of the pie joint with the different wall thickness was machined with a taper angle between 4 ° ~ 45° along the longitudinal direction of the lower strength and thicker pipe. A parametric study was shown that the tensile strength and moment of the pipe joint with the wall thickness ratio less than 1.5 were not influenced by the wall thickness ratio and taper angle; however those of the pipe joint with the wall thickness ratio more than 1.5 considerably decreased at the low taper angle. The failure pressure of the pipe joint with the different wall thickness was not influenced by the wall thickness ratio and taper angle.
机译:通过有限元分析,评价了不同壁厚和强度的管道的塑性塌陷行为。 API X65-API X80,API X42-API X65和API X42-API X80的联合设计用于研究在拉伸,内部压力或弯曲载荷下的塑性塌陷。外径为762毫米(30英寸)的管接头组合的壁厚比为1.22、1.54和1.89。沿较低强度和较厚管子的纵向方向,将壁厚不同的扇形接头端面加工成4°〜45°的锥角。参数研究表明,壁厚比小于1.5的管接头的抗拉强度和弯矩不受壁厚比和锥角的影响。但是,在低锥角下,壁厚比大于1.5的管接头的壁厚显着降低。不同壁厚的管接头的破坏压力不受壁厚比和锥角的影响。

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