孙彦彦, 李昕. 在内压和弯曲载荷下钢管临界屈曲应变的确定[J]. 油气储运, 2013, 39(9): 1022-1026. DOI: 10.6047/j.issn.1000-8241.2013.09.022
引用本文: 孙彦彦, 李昕. 在内压和弯曲载荷下钢管临界屈曲应变的确定[J]. 油气储运, 2013, 39(9): 1022-1026. DOI: 10.6047/j.issn.1000-8241.2013.09.022
Sun Yanyan, Li Xin. Determination of critical buckling strain for steel pipe under internal strength and bending loads[J]. Oil & Gas Storage and Transportation, 2013, 39(9): 1022-1026. DOI: 10.6047/j.issn.1000-8241.2013.09.022
Citation: Sun Yanyan, Li Xin. Determination of critical buckling strain for steel pipe under internal strength and bending loads[J]. Oil & Gas Storage and Transportation, 2013, 39(9): 1022-1026. DOI: 10.6047/j.issn.1000-8241.2013.09.022

在内压和弯曲载荷下钢管临界屈曲应变的确定

Determination of critical buckling strain for steel pipe under internal strength and bending loads

  • 摘要: 通过有限元分析方法,开展了钢管在内压和弯曲载荷联合作用下的数值仿真计算。基于临界屈曲应变的影响因素分析,确定了计算工况,建立了有限元模型,研究了径厚比、内压、钢级对临界屈曲应变的影响。根据数值计算结果,回归得到了钢管在内压和弯曲载荷作用下的临界屈曲应变的计算公式,利用Matlab回归得到了非线性系数。实物试验结果验证表明,所建立的计算公式与CSA和DNV计算公式相比,有更高的预测精度。

     

    Abstract: This paper carries out numerical simulation calculations of steel pipe under joint action of internal strength and bending loads using finite element method (FEM). By means of analysis on the influential factors of critical buckling strain, it determines calculating working conditions, constructs a finite element model, studies the impact of diameter/thickness ratio, internal strength and steel grade on critical buckling strain, and according to numerical calculation results, obtains nonlinear coefficient through Matlab regression to establish a critical buckling strain calculating formula of line pipes under the action of internal strength and buckling loads by regression. The physical test results verify that the established calculating formula has the higher prediction accuracy, if compared with CSA/DNV calculating formulas.

     

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