Open AccessCollapse of Corroded Pipelines under Combined Tension and External Pressure
Author(s) -
Hao Ye,
Sun-ting Yan,
Zhi Min Jin
Publication year - 2016
Publication title -
plos one
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.99
H-Index - 332
ISSN - 1932-6203
DOI - 10.1371/journal.pone.0154314
Subject(s) - axial symmetry , corrosion , tension (geology) , structural engineering , internal pressure , pipeline transport , materials science , mechanics , finite element method , anisotropy , parametric statistics , pressure vessel , ultimate tensile strength , composite material , engineering , physics , mechanical engineering , mathematics , quantum mechanics , statistics
In this work, collapse of corroded pipeline under combined external pressure and tension is investigated through numerical method. Axially uniform corrosion with symmetric imperfections is firstly considered. After verifying with existing experimental results, the finite element model is used to study the effect of tension on collapse pressure. An extensive parametric study is carried out using Python script and FORTRAN subroutine to investigate the influence of geometric parameters on the collapse behavior under combined loads. The results are used to develop an empirical equation for estimating the collapse pressure under tension. In addition, the effects of loading path, initial imperfection length, yielding anisotropy and corrosion defect length on the collapse behavior are also investigated. It is found that tension has a significant influence on collapse pressure of corroded pipelines. Loading path and anisotropic yielding are also important factors affecting the collapse behavior. For pipelines with relatively long corrosion defect, axially uniform corrosion models could be used to estimate the collapse pressure.