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Date of download: 11/8/2017 Copyright © ASME. All rights reserved.

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1 Date of download: 11/8/2017 Copyright © ASME. All rights reserved. From: Influence of Yield-to-Tensile Strength Ratio on Failure Assessment of Corroded Pipelines J. Pressure Vessel Technol. 2005;127(4): doi: / Figure Legend: Variation of n with the specified minimum yield stress or tensile stresses for pipeline steels ranging from Grade B to X80

2 Date of download: 11/8/2017 Copyright © ASME. All rights reserved. From: Influence of Yield-to-Tensile Strength Ratio on Failure Assessment of Corroded Pipelines J. Pressure Vessel Technol. 2005;127(4): doi: / Figure Legend: Comparisons of strain hardening exponent n estimated from Eqs. , and determined by experiments

3 Date of download: 11/8/2017 Copyright © ASME. All rights reserved. From: Influence of Yield-to-Tensile Strength Ratio on Failure Assessment of Corroded Pipelines J. Pressure Vessel Technol. 2005;127(4): doi: / Figure Legend: Variations of Y∕T and n with the pipe steel grade

4 Date of download: 11/8/2017 Copyright © ASME. All rights reserved. From: Influence of Yield-to-Tensile Strength Ratio on Failure Assessment of Corroded Pipelines J. Pressure Vessel Technol. 2005;127(4): doi: / Figure Legend: Comparison of the predicted failure pressure with the actual failure pressure for corroded pipes by use of the actual UTS

5 Date of download: 11/8/2017 Copyright © ASME. All rights reserved. From: Influence of Yield-to-Tensile Strength Ratio on Failure Assessment of Corroded Pipelines J. Pressure Vessel Technol. 2005;127(4): doi: / Figure Legend: Variation of limit pressure of corroded load with Y∕T for defect length L∕R0t0*=5 and defect depth d∕t=0.2,0.5,0.8

6 Date of download: 11/8/2017 Copyright © ASME. All rights reserved. From: Influence of Yield-to-Tensile Strength Ratio on Failure Assessment of Corroded Pipelines J. Pressure Vessel Technol. 2005;127(4): doi: / Figure Legend: Comparison of the limit pressure determined from the present plastic collapse model, FEA calculation, and experimental analysis for defect-free pipes


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