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):436-442. doi:10.1115/1.2042481 Figure Legend: Variation of n with the specified minimum yield stress or tensile stresses for pipeline steels ranging from Grade B to X80
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):436-442. doi:10.1115/1.2042481 Figure Legend: Comparisons of strain hardening exponent n estimated from Eqs. , and determined by experiments
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):436-442. doi:10.1115/1.2042481 Figure Legend: Variations of Y∕T and n with the pipe steel grade
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):436-442. doi:10.1115/1.2042481 Figure Legend: Comparison of the predicted failure pressure with the actual failure pressure for corroded pipes by use of the actual UTS
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):436-442. doi:10.1115/1.2042481 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
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):436-442. doi:10.1115/1.2042481 Figure Legend: Comparison of the limit pressure determined from the present plastic collapse model, FEA calculation, and experimental analysis for defect-free pipes