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FEM STRESS ANALYSIS AND LEAKAGE BEHAVIOR OF PIPE-SOCKET THREADED JOINTS SUBJECTED TO BENDING MOMENT AND INTERNAL PRESSURE

机译:管道螺纹接头对弯矩和内部压力进行的有限元应力分析和泄漏行为

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This paper is a report of the studies on the mechanical behaviors and leakage characteristics of pipe-socket threaded joints subjected to bending moment as well as internal pressure by means of experimental tests and finite element simulations. The paper dealt with the 3/4" and 3" joints, and the joints for both sizes have two different combinations of thread types in the pipe and socket, i.e. taper-taper thread combination or taper-parallel one, respectively. Experimental bending leak tests showed that the taper-taper joints could retain internal pressure under bending load up to nearly plastic collapse. The taper-parallel joints, however, could hardly keep internal pressure against bending moment even the sealing tape was applied to enhance the sealing performance. Finite element analysis was carried out to simulate those bending tests, especially to clarify the deformation and the stress distribution in the engaged threads in detail. The analysis demonstrated that the sealing performance of the joints highly depend on the contact conditions not only at the thread crest to thread root but also in between flank surfaces. A complicated leak path across the engaged threads under bending moment was identified by the simulation.
机译:本文是对经过弯矩的管道螺纹接头的机械行为和泄漏特性的研究报告,通过实验测试和有限元模拟,内部压力和内部压力。纸张涉及3/4“和3”关节,两种尺寸的接头在管道和插座中具有两种不同的螺纹类型组合,即分别锥形锥形螺纹组合或锥形平行。实验弯曲泄漏试验表明,锥形锥接头可以在弯曲负载下保持内部压力,直至几乎塑性坍塌。然而,即使应用密封带,差锥形平行接头也可能几乎不能保持内部压力,甚至应用密封带以提高密封胶带。进行有限元分析以模拟那些弯曲试验,特别是详细阐明所接合线程中的变形和应力分布。该分析表明,关节的密封性能高度取决于接触条件,不仅在螺纹嵴到螺纹根,而且在侧面之间。通过模拟识别弯曲时刻的接合线程的复杂泄漏路径。

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