Issue 36

Lj. L. Vulićević et alii, Frattura ed Integrità Strutturale, 36 (2016) 46-54; DOI: 10.3221/IGF-ESIS.36.05 46 Focused on Fracture Mechanics in Central and East Europe Fatigue life prediction of casing welded pipes by using the extended finite element method Ljubica Lazić Vulićević, Aleksandar Rajić High Technical School of Professional Studies, Đorđa Stratimirovića 39, Zrenjanin, Serbia Aleksandar Grbović Faculty of Mechanical Engineering, Kraljice Marije 16, Belgrade, Serbia Aleksandar Sedmak Faculty of Mechanical Engineering, Kraljice Marije 16, Belgrade, Serbia asedmak@mas.bg.ac.rs Živče Šarkočević High Technical School of Professional Studies, Zvecan, Serbia A BSTRACT . The extended finite element (XFEM) method has been used to simulate fatigue crack growth in casing pipe, made of API J55 steel by high-frequency welding, in order estimate its structural integrity and life. Based on the critical value of stress intensity factor K Ic , measured in different regions of welded joint, the crack was located in the base metal as the region with the lowest resistance to crack initiation and propagation. The XFEM was first applied to the 3 point bending specimens to verify numerical results with the experimental ones. After successful verification, the XFEM was used to simulate fatigue crack growth, position axially in the pipe, and estimate its remaining life. K EYWORDS . XFEM; Seam casing pipes; Axial surface crack; Fatigue crack growth; Remaining life. I NTRODUCTION n order to keep pipeline safe and reliable in operation, its fatigue life estimation is of utmost importance, [1]. Toward this aim, extensive experimental and numerical investigation is needed. In this paper the extended finite element method (XFEM) has been used for modeling and analysis of crack propagation in a seam casing pipe made of API J55 steel by high-frequency (HF) contact welding, but only after its verification, based on the comparison of the xFEM results with experimental results obtained on the standard three-point bending specimen. R ESISTANCE TO CRACK GROWTH OF API J55 odified CT specimens with thickness d = 6.98 mm (equal to the pipe wall thickness) have been used to evaluate critical values of fracture mechanics parameters (J Ic , K Ic ), and the critical crack length, a c , as shown in more details in [2] for new and exploited pipes. Here only results obtained for exploited pipe are shown in Tab. 1. I M