Method for testing non-uniform loads in pipes

• US 10,078,042 B2
• Filed: 12/22/2011
• Issued: 09/18/2018
• Est. Priority Date: 12/22/2011
• Status: Active Grant

• Current Assignee: Petrã“Leo Brasileiro SA - Petrobras (Presidãªncia Da Repãºblica)
• Original Assignee: Petrã“Leo Brasileiro SA - Petrobras (Presidãªncia Da Repãºblica)
• Inventors: Poiate Junior, Edgard, Pimentel Neto, Jose Nunes, Medeiros, Fernando Antonio Santos, Da Costa, Alvaro Maia, Falcao, Jose Luiz, Dos Santos Amaral, Claudio, Da Rocha, Renato Seixas
• Primary Examiner(s): Larkin, Daniel S
• Assistant Examiner(s): Mercado, Alexander
• Application Number:
  US14/360,830
• Publication Number:
  US 20150101397A1
• Time in Patent Office: 2,462 Days
• CPC Class Codes: E21B 47/007 Measuring stresses in a pipe string or casing for locating blocked portions of pipes E21B47/09
• CPC Class Codes: E21B 49/003 by analysing drilling variables or conditions E21B49/005 takes precedence; systems specially adapted for monitoring a plurality of drilling variables or conditions E21B44/00
• CPC Class Codes: G01M 5/0058 of elongated objects, e.g. pipes, masts, towers or railways
• CPC Class Codes: G01N 2203/0042 Pneumatic or hydraulic means
• CPC Class Codes: G01N 2203/0246 Special simulation of "in situ" conditions, scale models or dummies
• CPC Class Codes: G01N 2203/0274 Tubular or ring-shaped specimens
• CPC Class Codes: G01N 3/12 Pressure testing

Abstract

The present invention refers to a method wherein a test body is assembled in specific configurations to be submitted to testing in a conventional hydrostatic chamber. The method calls for assembling a test body that simulates cementing failures, the presence of stress anisotropy and a borehole of irregular geometry, by pressurizing said test body in a conventional hydrostatic chamber. The uniform forces are distributed circumferentially around a casing stream in a non-uniform way, simulating operating conditions that are as close as possible to reality, enabling an analysis of how the structure reacts in scenarios similar to actual conditions.

Claims

1. A method for testing non-uniform loads on pipes, which employs a hydrostatic chamber provided with a test body, the method comprising:

assembling the test body by placing an inner tube inside an outer tube;

filling a cement layer between an outer surface of the inner tube and an inner surface of the outer tube, the cement layer including at least one empty space along a circumferential direction of the cement layer, the empty space being generated to represent cementing layer failures between a case string and a containment pipe;

placing said test body in the hydrostatic chamber and pressurizing said hydrostatic chamber;

applying uniform stresses on the outer tube along an axial direction of the outer tube and a circumferential direction of the outer tube, the uniform stresses being generated by the hydrostatic chamber; and

measuring displacement and strain using sensor elements placed in the test body,

wherein the empty space is shaped by placing at least one of a balloon with air or fluid, or any other filler material that will not influence load transfer effects between the inner and outer tubes prior to the filling.

2. The method according to claim 1, wherein the inner and outer tubes are flanged to each other so as to create a chamber between the outer surface of the inner tube and the inner surface of the outer tube, said chamber between the inner and outer tubes being filled with the cement layer, and

wherein the empty space in the cement layer along the circumferential direction corresponds to cementing failures in the inner tube.

3. The method according to claim 2, wherein the empty space is fitted with a first access means through the inner tube,

and pressure is applied to the inner tube through the first access means by using an air compressor or a pump.

4. The method according to claim 2, wherein the outer tube has a circular cross-section.

5. The method according to claim 2, wherein the outer tube has an oval cross-section.

6. The method according to claim 2, wherein the empty space is disposed concentrically around a segment of the inner tube.

7. The method according to claim 2, wherein the empty space is disposed in segments symmetrically distributed along the circumferential direction.

8. The method according to claim 2, wherein the empty space is disposed in segments asymmetrically distributed along the circumferential direction.

9. The method according to claim 2, wherein the outer tube is made with a metallic material, and

wherein the empty space is fitted with a welded piece of rolled sheet configured to provide a structural support.

10. The method according to claim 1, wherein the test body is fitted with semi-spherical flanges at both ends along an axial direction of the test body,

the both ends of the test body are fitted with a second access means, and pressure is applied inside the inner tube through the second access means using an air compressor or a pump.

11. The method according to claim 1, wherein the outer tube is made with a metal material configured to support the cement layer of the test body.

12. The method according to claim 1, wherein the inner tube is centered with respect to the outer tube.

13. The method according to claim 1, wherein the inner tube is not centered with respect to the outer tube.

14. The method according to claim 1, wherein the step of applying uniform stresses on test body having the empty space along the circumferential direction simulates the non-uniform loads corresponding to at least one of cementing failures, presence of stress anisotropy in a borehole and irregular geometry.

15. The method according to claim 1, wherein the any other filler material is selected from the group consisting of a polyurethane foam, a polyethylene foam, a polystyrene foam, a wood frame, and a bamboo frame.

16. The method according to claim 1, wherein the empty space continuously extends with a length of at least 5% of a total circumference of the inner tube.

17. The method according to claim 1, wherein the empty space includes two separate empty spaces, each continuously extending with a length of at least 25% of a total circumference of the inner tube.