Method for the prediction of rupture in corroded transmission pipes subjected to combined loads

• US 6,000,277 A
• Filed: 06/05/1998
• Issued: 12/14/1999
• Est. Priority Date: 06/05/1998
• Status: Expired due to Term

• Current Assignee: Southwest Research Institute
• Original Assignee: Southwest Research Institute
• Inventors: Wang, Wei, Smith, Marina Quiocho, Maple, James Alan, Popelar, Carl Harry
• Primary Examiner(s): Williams, Hezron
• Assistant Examiner(s): Politzer, Jay L.
• Application Number:
  US09/092,530
• Time in Patent Office: 557 Days
• Field of Search: 73/37, 73/49.1, 73/40.5 R, 73/49.5, 73/826, 73/86, 73/760, 73/783, 73/787, 73/788, 73/789, 73/804, 285/114, 138/172, 702/34, 395/500
• US Class Current: 73/37
• CPC Class Codes: F17D 5/00 Protection or supervision of installations arrangements for protecting foundations E02D31/00; protecting pipes from damage or internal or external wear F16L57/00, against corrosion and scale F16L58/00; investigation of the fluid-tightness of structures G01M3/00

Abstract

A method of predicting rupture failure for corroded transmission pipelines uses a model that accounts for the effects of residual and thermal stresses, and settlement of the pipe following installation. The pressure required for failure under a fixed bending moment is different from the pressure required wherein the same bending moment is produced by the settlement of the pipe because the bending compliance increases with plastic straining. The failure criterion depends upon whether or not the hoop strain exceeds the difference between the ultimate hoop strain limit of the material and the remaining hoop strain capacity needed for the material to shed the axial stresses due to bending.

Claims

1. A method of determining an internal pressure required for rupturing a selected portion of a pipeline, said pipeline being made of a material having a limit strain value, said method comprising:

(a) obtaining a radius of curvature of the selected portion of the pipeline;

(b) obtaining a thickness of the selected portion of the pipeline;

(c) defining a failure criterion for the material in terms of a hoop stress and an axial bending stress;

(d) determining the effect on a stress-strain relation of the selected portion of the pipeline from a preloading; and

(e) determining a remaining hoop strain capacity from steps (a)-(d) needed for the material to shed an axial stress, said remaining hoop strain capacity being used in determining the internal pressure needed for rupturing.

2. The method of claim 1 wherein the preloading comprises at least one of:

(a) a residual stress and strain from manufacturing, construction and installation of the pipeline,

(b) a thermal loading of the pipeline,

(c) an initial pressurization of the pipeline, and

(d) a bending related to the radius of curvature determined in step (a) of claim 1.

3. The method of claim 1 further comprising using a failure criterion for the pipeline dependent upon the limit strain value and the remaining hoop strain capacity for determining the internal pressure needed for rupturing.

4. The method of claim 3 wherein the failure criterion for the pipeline is an internal pressure required to cause a hoop strain in excess of the limit strain value when the state of strain of the pipeline is less than the difference between the limit strain value and the remaining hoop strain capacity.

5. The method of claim 4 wherein the selected failure criterion is related to the thickness of the selected portion of the pipeline, the ultimate strength of the material, the radius of curvature of the pipeline and a bulging factor.

6. The method of claim 4 wherein the determination of the hoop strain further comprises determination of an upper bound on the hoop strain based upon the thickness of the selected portion of the pipe.

7. The method of claim 3 wherein the failure criterion for the pipeline is a hoop strain in excess of the limit strain value when the state of strain of the pipeline is greater than the difference between the limit strain value and the remaining hoop strain capacity.

8. The method of claim 7 wherein the determination of the hoop strain further comprises determination of an upper bound on the hoop strain based upon the thickness of the selected portion of the pipe.

9. The method of claim 1 wherein the selected portion of the pipeline is a portion of the pipeline that has undergone corrosion.