applied fracture mechanics

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Evaluating the Integrity of Pressure Pipelines by Fracture Mechanics 305loaded to fracture at the location of crack B or B´. The burst of the test pipe at crack B is shownin Figs. 16 and 17 (as a detail). A part of the fracture surface is shown in Fig. 18.Figure 16. Burst initiated on slit B with a fatigue crackFigure 17. Burst initiated on slit B – a detailFigure 18. A part of the fracture surface of crack B (fatigue region ~ 2.4 mm)
306Applied Fracture MechanicsEvidently, at the instant of fracture the crack spread not only through the remainingligament, but also lengthwise. After removing the part of the pipe shell with crack B, a patchwas welded in and the second burst test followed. Table 2 extracts from Table 1 thenumerical values of the geometrical parameters, the J-integral fracture values, the Ramberg-Osgood constants, the fracture pressure and the fracture depth for cracks B and B´,respectively.Characteristics Crack B Crack B´CRACK DIMENSIONShalf-length, c (mm) 115 127depth in fracture, af (mm) 7.1 6.7RAMBERG-OSGOOD PARAMETERSα / n /σ0 (MPa) 5.92 / 9.62 /536 5.92 / 9.62 /536FRACTURE TOUGHNESSJcr = Jm (N/mm) 439 439FRACTURE PRESSUREpf (MPa) 9.55 9.86Table 2. Some characteristics referring to crack B and crack B´It should be noted that Table 2 includes the Ramberg-Osgood constants for thecircumferential direction of the test pipe, with the crack oriented axially in the pipe. This isbecause the stress-strain properties perpendicular to the crack plane are crucial indetermining the J-integral for an axial crack. The stress-strain dependence in thecircumferential direction should therefore be taken into account where an axial orientationof the crack is concerned. The most important fracture test results from the viewpoint of thefracture conditions are the magnitudes of the fracture pressure, pf, and the fracture depth, af,for a given crack length 2c. It follows from Table 2 that pf = 9.55 MPa and af = 7.1 mm forcrack B, and pf = 9.86 MPa and af = 6.7 mm for crack B´. These values are also shown in thelast two columns of Table 1.Now let us predict the fracture conditions according to engineering approaches, andcompare the prediction results with the real fracture parameter values (pressure, crackdepth). The procedure for verifying the engineering methods for the predictions involvesdetermining either the fracture stress for a given (fracture) crack depth, or the fracturecrack depth for a given (fracture) pressure. To illustrate this, we select the latter case –i.e. determining the fracture depth of a crack for a given (fracture) pressure. Fig. 19shows the J-integral vs. crack B depth dependences, as determined by the FC and GSpredictions for the fracture hoop stress given by the measured fracture pressure. Whenusing equations (9), (10), and (12) to determine J-integrals, the following parameterswere used for the calculation: D = 1018 mm; t = 11.7 mm ; p = pf = 9.55 MPa; c = 115 mm; α= 5.92; n = 9.62; σ0 = 2.07×536 = 1110 MPa (i.e. C = 2.07). Fig. 20 shows similardependences for crack B´.
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PrefaceKnowledge accumulated in the
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Section 1Computational Methods of F
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