This work studies the effect of the yield to tensile ratio, , on the structural integrity of line pipes with part through the thickness (PTT) circumferential defects subject to bend loading. A model based on elastic-plastic fracture mechanics and plasticity theory was developed for that purpose. The analysis handles situation with load or deformation control conditions. The results are shown in terms of curves of critical defect size versus the controlling variable, i.e., load or deformation. For each one of the different materials studied, cases with different values were considered. Even for the lower limits of experimental data, i.e., larger , the materials have adequate defect tolerance. A leak before break analysis of a PTT circumferential defect growing into a through the thickness defect growing circumferentially was performed.
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e-mail: hernst@tenaris.com
e-mail: rbravo@tenaris.com
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August 2011
Materials Technology
Effect of the Yield to Tensile Ratio on Structural Integrity of Line Pipes Subjected to Bending Loads
Hugo A. Ernst,
e-mail: hernst@tenaris.com
Hugo A. Ernst
TENARIS Center for Industrial Research
, Simini 250, Campana (2804), Buenos Aires, Argentina
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Richard E. Bravo
e-mail: rbravo@tenaris.com
Richard E. Bravo
TENARIS Center for Industrial Research
, Simini 250, Campana (2804), Buenos Aires, Argentina
Search for other works by this author on:
Hugo A. Ernst
TENARIS Center for Industrial Research
, Simini 250, Campana (2804), Buenos Aires, Argentinae-mail: hernst@tenaris.com
Richard E. Bravo
TENARIS Center for Industrial Research
, Simini 250, Campana (2804), Buenos Aires, Argentinae-mail: rbravo@tenaris.com
J. Offshore Mech. Arct. Eng. Aug 2011, 133(3): 031402 (8 pages)
Published Online: March 29, 2011
Article history
Received:
October 7, 2005
Revised:
May 15, 2008
Online:
March 29, 2011
Published:
March 29, 2011
Citation
Ernst, H. A., and Bravo, R. E. (March 29, 2011). "Effect of the Yield to Tensile Ratio on Structural Integrity of Line Pipes Subjected to Bending Loads." ASME. J. Offshore Mech. Arct. Eng. August 2011; 133(3): 031402. https://doi.org/10.1115/1.2948944
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