An effective finite element model for the prediction of hydrogen induced cracking in steel pipelines

被引:69
|
作者
Traidia, Abderrazak [1 ]
Alfano, Marco [1 ]
Lubineau, Gilles [1 ]
Duval, Sebastien [2 ]
Sherik, Abdelmounam [2 ]
机构
[1] KAUST, Phys Sci & Engn Div, Cohmas Lab, Thuwal 239556900, Saudi Arabia
[2] Saudi ARAMCO, Ctr Res & Dev, Dhahran 31311, Saudi Arabia
关键词
Hydrogen; Sour environment; Corrosion; HIC growth; Finite element model; DUPLEX STAINLESS-STEEL; INDUCED STRESS CRACKING; EMBRITTLEMENT; TRANSPORT; PERMEATION; TIP;
D O I
10.1016/j.ijhydene.2012.08.046
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
This paper presents a comprehensive finite element model for the numerical simulation of Hydrogen Induced Cracking (HIC) in steel pipelines exposed to sulphurous compounds, such as hydrogen sulphide (H2S). The model is able to mimic the pressure build-up mechanism related to the recombination of atomic hydrogen into hydrogen gas within the crack cavity. In addition, the strong couplings between non-Fickian hydrogen diffusion, pressure build-up and crack extension are accounted for. In order to enhance the predictive capabilities of the proposed model, problem boundary conditions are based on actual in-field operating parameters, such as pH and partial pressure of H2S. The computational results reported herein show that, during the extension phase, the propagating crack behaves like a trap attracting more hydrogen, and that the hydrostatic stress field at the crack tip speed-up HIC related crack initiation and growth. In addition, HIC is reduced when the pH increases and the partial pressure of H2S decreases. Furthermore, the relation between the crack growth rate and (i) the initial crack radius and position, (ii) the pipe wall thickness and (iii) the fracture toughness, is also evaluated. Numerical results agree well with experimental data retrieved from the literature. Copyright (C) 2012, Hydrogen Energy Publications, LLC. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:16214 / 16230
页数:17
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