Numerical investigation of residual ultimate strength of dented metallic pipes subjected to pure bending

被引:20
作者
Cai, Jie [1 ]
Jiang, Xiaoli [1 ]
Lodewijks, Gabriel [2 ]
机构
[1] Delft Univ Technol, Dept Maritime & Transport Technol, Delft, Netherlands
[2] Univ New South Wales, Sch Aviat, Sydney, NSW, Australia
关键词
Residual ultimate strength; metallic pipe; dent; bending moment; empirical formula; nonlinear FEM; WELDED STEEL TUBES; PIPELINES; COLLAPSE; CAPACITY;
D O I
10.1080/17445302.2018.1430200
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A dent is one of the main structural damages that may affect ultimate strength. In this paper, the residual ultimate strength of dented metallic pipes subjected to a bending moment is quantitatively investigated. The numerical model is developed accounting for the variation of the dent length (l(d)), dent depth (d(d)), dent width (w(d)), dent rotation angle ((d)) and dent location based on ABAQUS Python. The numerical model is validated by test results from a four-point bending test. Subsequently, a parametric investigation is performed on the effects of wave-type initial imperfection, D/t and dent geometrical parameters. It is found that both l(d) and d(d) have a significant effect on the residual ultimate strength of dented metallic pipes, while the effect of w(d) is slight. Finally, an empirical formula with respect to l(d) and d(d) has been proposed for the prediction of bending moment, which can be deployed for practical purposes.
引用
收藏
页码:519 / 531
页数:13
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