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On the critical axial forces of upheaval buckling for imperfect submarine pipelines

机译:不完善海底管道的剧变屈曲的临界轴向力

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摘要

For pipelines with vertical imperfection, upheaval buckling may occur if the axial compressive force reaches the critical axial force of upheaval buckling. The critical axial force is sensitive to the pipeline imperfection and previous researchers have suggested that there is no universal analytical solutions for the critical axial force of upheaval buckling for imperfect pipelines. However with theory of dimensional analysis, it was proved that there should be a general form of the approximation formulas of the critical axial force, although the coefficients in the formulas are different for different imperfection shapes. And most recently, Zeng et al. proposed approximation formulas of the critical axial force accounting for the Out-of-Straightness (OOS) of the imperfection, while they haven't considered the influence of the imperfection size. In this paper, effect of the imperfection size on the critical axial force was proved significant even when the OOS and shape of the imperfection are determined. To account for this size effect, a parameter named the dimensionless imperfection length is proposed based on theory of dimensional analysis. This parameter combined the effects of the imperfection length, the vertical distributed force and the pipeline bending stiffness. A formula of the critical axial force, covering the newly proposed parameter and the OOS of the imperfection, is derived, and coefficients in the formula are determined with numerical results from the Vector Form Intrinsic Finite Element (VFIFE) simulations. Notably, the coefficients in the formulas are not constants but assumed to change with the OOS and the dimensionless imperfection length to account for the geometric nonlinearity of the initially curved pipeline. The proposed formulas are proved more accurate than previous ones and applicable for pipes with different cross-sectional properties and different buried conditions. They are also suggested within the error range of +/- 5% in the dimensionless scope of the DOS from 0.001 to 0.01 and the dimensionless imperfection length from 0.89 to 4.95. (C) 2017 Elsevier Ltd. All rights reserved.
机译:对于具有垂直缺陷的管道,如果轴向压缩力达到剧变屈曲的临界轴向力,则可能发生剧变屈曲。临界轴向力对管道的缺陷很敏感,以前的研究人员建议,对于不完善的管道的剧变屈曲的临界轴向力,没有通用的解析解。但是,通过尺寸分析理论,证明了临界轴向力近似公式应该有一种通用形式,尽管对于不同的缺陷形状,公式中的系数是不同的。最近,Zeng等人。提出了考虑到缺陷的非直线性(OOS)的临界轴向力的近似公式,但他们并未考虑缺陷尺寸的影响。在本文中,即使确定了缺陷的OOS和形状,缺陷尺寸对临界轴向力的影响也被证明是显着的。为了解决这种尺寸效应,基于尺寸分析理论,提出了一个称为无量纲缺陷长度的参数。该参数结合了缺陷长度,垂直分布力和管道弯曲刚度的影响。推导了涵盖新提出的参数和缺陷的OOS的临界轴向力的公式,并使用矢量形式固有有限元(VFIFE)模拟的数值结果确定了公式中的系数。值得注意的是,公式中的系数不是常数,而是假定随OOS和无量纲缺陷长度而变化,以解决初始弯曲管道的几何非线性问题。实践证明,所提出的公式比以前的公式更准确,适用于具有不同横截面特性和不同埋入条件的管道。在DOS的无量纲范围从0.001到0.01,无量纲缺陷长度从0.89到4.95的范围内,也建议在+/- 5%的误差范围内。 (C)2017 Elsevier Ltd.保留所有权利。

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