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PARAMETRIC STUDY OF FLEXIBILITY FACTOR FOR CURVED PIPE AND WELDING ELBOWS

机译:弯管和弯管的挠性系数的参数研究

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It is known that thin-walled curved pipes or welded elbows under bending exhibit significantly higher flexibility than straight pipe of the same cross-section. To address this phenomena different piping Codes and Standards based on the elementary beam theory introduce in analysis a so called "flexibility factor" for correction of the bending stiffness of the bend elements. The accuracy of these coefficients used in analyses to a large extent determines the precision of the calculated stresses in piping components and loads on the supporting structures and connected equipment (turbines, pumps, etc.). Despite the fact that behavior of piping bends in operational conditions are well studied, almost all existing piping Codes and Standards establishing flexibility factors for bends do not consider the influence of "end effects" (constraints of the bend ends by the adjacent straight pipes). Chapter NB-3680 of ASME BPVC has for many years contained a note that "The flexibility of a curved pipe or welding elbow is reduced by end effects, provided either by the adjacent straight pipe or by the proximity of other relatively stiff members which inhibit ovalization of the cross section". But nowadays, the only normative document where this effect explicitly is taken into account is the ASME Code Case N-319-3, but its scope is limited by butt welding elbows per ANSI B16.9 and ANSI B16.28 with ratio R/r=2 and 3. This paper presents results of a finite element study performed to determine the flexibility factors for curved pipes under internal pressure and subjected to in-plane and out-of-plane bending. The influence of end effects are considered as well. The study covers the whole range of geometrical parameters of bends used in design for industry, conventional and nuclear power plants (2<R/r<12, 2<r/t<50, and 15°<α<180°). Obtained results can be used to improve the existing regulatory documents related to the stress analysis of nuclear and industrial piping.
机译:众所周知,弯曲的薄壁弯曲管或焊接弯头比具有相同横截面的直管具有更高的柔韧性。为了解决该现象,在分析中基于基本梁理论的不同管道规范和标准在分析中引入了所谓的“挠性系数”,用于校正弯曲元件的弯曲刚度。分析中使用的这些系数的准确性在很大程度上决定了计算得出的管道组件中应力以及支撑结构和连接设备(涡轮机,泵等)上的应力的精度。尽管已经对管道弯头在操作条件下的行为进行了充分的研究,但是几乎所有现有的为弯头建立挠性因子的管道规范和标准都没有考虑“末端效应”的影响(相邻直管对弯头末端的约束)。多年来,ASME BPVC的NB-3680章一直指出:“弯曲管或焊接弯头的挠性会因相邻的直管或其他抑制卵形化的相对较硬的构件的靠近而产生的末端效应而降低。横截面”。但是如今,唯一明确考虑到这种影响的规范性文件是ASME案例N-319-3,但其范围受到ANSI B16.9和ANSI B16.28对焊弯头的限制,R / r比为= 2和3。本文介绍了有限元研究的结果,以确定在内部压力下以及经受面内和面外弯曲的弯曲管的挠性因子。还要考虑最终效果的影响。该研究涵盖了工业,常规和核电厂设计中使用的弯头的整个几何参数范围(2 <R / r <12、2 <r / t <50和15°<α<180°)。获得的结果可用于改进与核和工业管道应力分析有关的现有法规文件。

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