Electrochemical Corrosion Finite Element Analysis and Burst Pressure Prediction of Externally Corroded Underground Gas Transmission Pipelines

被引:6
作者
Gadala, Ibrahim M. [1 ]
Wahab, Magd Abdel [2 ,3 ,4 ]
Alfantazi, Akram [1 ,5 ]
机构
[1] Univ British Columbia, Dept Mat Engn, 309-6350 Stores Rd, Vancouver, BC V6T 1Z4, Canada
[2] Ton Duc Thang Univ, Div Computat Mech, Ho Chi Minh City, Vietnam
[3] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[4] Univ Ghent, Fac Engn & Architecture, Soete Lab, Technol Pk Zwijnaarde 903, B-9052 Zwijnaarde, Belgium
[5] Petr Inst, Dept Chem Engn, POB 2533, Abu Dhabi, U Arab Emirates
来源
JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME | 2018年 / 140卷 / 01期
关键词
electrochemical corrosion analysis; nonlinear stress analysis; pipeline integrity; corrosion; cathodic protection; burst pressure; thin-walled structures; NEAR-NEUTRAL PH; CARBON-DIOXIDE CORROSION; CATHODIC PROTECTION; PITTING CORROSION; STEEL CORROSION; CRACKING; BEHAVIOR; CONCRETE; PASSIVATION; GROUNDWATER;
D O I
10.1115/1.4038224
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
An integrative numerical simulation approach for pipeline integrity analysis is presented in this work, combining a corrosion model, which is the main focus of this paper, with a complementary structural nonlinear stress analysis, using the finite element method (FEM). Potential distributions in the trapped water existing beneath pipeline coating disbondments are modeled in conjunction with reaction kinetics on the corroding exposed steel surface using a moving boundary mesh. Temperature dependencies (25 degrees C and 50 degrees C) of reaction kinetics do not greatly affect final corrosion defect geometries after 3-yr simulation periods. Conversely, cathodic protection (CP) levels and pH dependencies within the near-neutral pH range (6.7-8.5) strongly govern depth profiles caused by corrosion, reaching a maximum of similar to 3 mm into the pipeline wall. A 0.25 V amplification of CP potential combined with a 0.5 mm widening in disbondment opening size reduces defect penetration by almost 30%. Resulting corrosion defect geometries are used for stress examinations and burst pressure evaluations. Furthermore, nonlinear elastic-plastic stress analysis is carried out using shell elements in order to predict the burst pressure of corroded pipes. Corrosion is modeled by reducing the stiffness of a damaged element that has the dimensions of the defect. The predicted burst pressures are in good agreement with those obtained using an experimental-based formula.
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页数:11
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