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The same method was repeated to measure the maximum value of axial stress<br />

<strong>an</strong>d strain, as illustrated in Figure 3.25. The same elements – 5094 at the notch root <strong>an</strong>d<br />

element 2141 at the point away from the defect – were referred to throughout the course<br />

of this study.<br />

Figure 3.25: Finding the Axial stress concentration value ( K ) in the repaired<br />

steel pipeline (i.e. at elements 5094 <strong>an</strong>d 2141)<br />

The maximum hoop <strong>an</strong>d axial stresses at the notch root <strong>an</strong>d nominal hoop <strong>an</strong>d<br />

axial stresses at the point away from the defect were tabulated <strong>an</strong>d are given in Table<br />

3.8. The stress concentration factor was determined at variable lengths of the composite<br />

repair. In this study, the thickness of repair was only eight layers <strong>an</strong>d the length of the<br />

arc-shaped notch remained const<strong>an</strong>t at 40 mm.<br />

102<br />

a<br />

t

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