Issue 49

H. Berrekia et alii, Frattura ed Integrità Strutturale, 49 (2019) 643-654; DOI: 10.3221/IGF-ESIS.49.58 647 low. There is also a relaxation of the stress of Von Mises from an extension of the defect of 15 mm. From this value the defect of corrosion begins to lose its acuity, there is less stress concentration in the vicinity of the defect. 0 10 20 30 40 50 60 400 410 420 430 440 450 460 470 480 Width Variation Equivalent stress [MPa] Length variation 5 10 15 20 25 30 35 40 45 50 Figure 5 : Equivalent stress variation of maximum Von Mises as a function of the length of the corrosion defect. For the hydrostatic test, the test pressure has been increased until 1.5 times the service pressure according to the standards. Each pipe with its corresponding corrosion defect (extension, width and depth fixed at 10% of the pipe thickness of 1.27 mm (see Table 3 below) was subjected to the pressure of the hydrostatic test with a lifetime. The objectif is to determine whether corroded pipes with a depth equal to 10% of the thickness of the pipe can survive the hydrostatic test and consequently the service pressure. Extension [L] mm Width[C] mm Depth [d] mm Defect -5 5 5 1.27 Defect -10 10 10 1.27 Defect -20 20 20 1.27 Defect -25 25 25 1.27 Defect -35 35 35 1.27 Defect -45 45 45 1.27 Defect -60 60 60 1.27 Defect -65 65 65 1.27 Defect -75 75 75 1.27 Defect -95 95 95 1.27 Table 3 : corrosion defect of each pipe The Figure 6 represents the maximum Von Mises stress as a function of the tangential deformation in the vicinity of the corrosion defect. It clearly shows the behavior of all the corroded pipes exhibiting no damage during the hydrostatic test, which confirms and supports the ASME / B31G method which states that a pipe with a defect whose depth does not exceed 10% of its thickness, can be reused at the same service pressure without any risk of damage.