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Method for rapidly determining buckling strain capability of steel tube

A technology of strain capacity and steel pipe, which is applied in the production control field of high deformation capacity steel pipe, and can solve the problems of high cost of bending test of full-scale real pipe, inability to be used in production control, high complexity, etc.

Active Publication Date: 2010-12-22
BC P INC CHINA NAT PETROLEUM CORP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the cost of full-scale actual pipe bending test is too high to be used for production control test, and the high complexity of finite element calculation also prevents it from being used for production control

Method used

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  • Method for rapidly determining buckling strain capability of steel tube
  • Method for rapidly determining buckling strain capability of steel tube
  • Method for rapidly determining buckling strain capability of steel tube

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Embodiment Construction

[0017] The present invention will be described in detail below in conjunction with the accompanying drawings.

[0018] The purpose of the present invention is to provide a method for quickly determining the buckling strain capacity of a pipeline steel pipe with an outer diameter of 1219 mm and a wall thickness of 22.0 mm, which avoids repeated full-scale actual pipe bending tests.

[0019] The method for quickly determining the buckling strain capacity of steel pipes uses the following steps:

[0020] 1) Take a longitudinal sample on the pipe body, and test to obtain the engineering stress-engineering strain curve;

[0021] Step 1) The specification of the longitudinal sample is 38.1 mm in inner width and 50.8 mm in gauge length.

[0022] Step 1) The stress value corresponding to the strain 2.0% on the curve is defined as R t2.0 , the stress value corresponding to a strain of 1.0% is R t1.0 , thus obtaining the required stress ratio parameter R t2.0 / R t1.0 .

[0023] Th...

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Abstract

The invention provides a method for rapidly determining the buckling strain capability of a steel tube, belonging to the production control technical field of the high-deformability steel tube for a petroleum and gas pipeline. The method comprises the following steps: taking a longitudinal test piece from the tube, and then obtaining an engineering stress-engineering strain curve by a test; and calculating the critical buckling strain of the steel tube in a bending deformation mode according to a formula: epsiloncrit=15.963*Rt2.0 / Rt1.0-15.139, wherein, the critical buckling strain is average strain that a compression side of the test piece stretches towards two sides over a distance which is twice as long as the external diameter length of the steel tube with a buckled position as a center. The method can help rapidly determine the critical buckling strain of the steel tube in the bending deformation mode by controlling the tensile property of the pipeline steel tube, and can carry out performance control by a conventional production control test according to the stress ratio of the critical buckling strain level so as to produce the steel tube which can meet the requirement for the critical buckling strain level.

Description

technical field [0001] The invention belongs to the technical field of production control of high-deformation-capacity steel pipes for oil and gas pipelines, and relates to a method for quickly determining the buckling strain capacity of steel pipes. Background technique [0002] In general, the failure of the pipeline is the failure controlled by the load, and the design criterion based on the stress limit is adopted. The magnitude of the load cannot be controlled, and the deformation will only stop after the displacement reaches a certain level. At this time, the load is controlled by displacement or strain. In this case, simply using the stress limit criterion to design can no longer guarantee the safety of the pipeline, and the strain limit criterion must be used, that is, the design strain of the pipeline must be less than the allowable strain of the pipeline. On the one hand, the allowable strain of the pipeline is related to the geometric factors of the pipeline stee...

Claims

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Application Information

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IPC IPC(8): G01N3/00G01M13/00
Inventor 吉玲康陈宏远李为卫宫少涛
Owner BC P INC CHINA NAT PETROLEUM CORP
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