Pipeline bend calculation from strain gauge data

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Discussion Overview

The discussion revolves around the analysis of strain gauge data from buried pipelines that have experienced landslides. Participants are exploring methods to compare strain gauge measurements with finite element stress analysis results and outputs from a specific software model.

Discussion Character

  • Technical explanation, Experimental/applied, Debate/contested

Main Points Raised

  • One participant seeks assistance in converting strain gauge output data (microstrain) to stress (N/m²) and is looking for software or standard calculation methods.
  • Another participant suggests using Young's Modulus for the conversion, implying a potential approach to the problem.
  • A question is raised regarding the orientation of the strain gauges, specifically whether they measure axial, circumferential, or other types of strain.
  • The original poster clarifies that the strain gauges measure axial strain and mentions the need to compare these measurements with outputs from the Autopipe model, which provides stress, forces, and moments in the pipeline.

Areas of Agreement / Disagreement

Participants have not reached a consensus on the best method for converting strain gauge data to stress, and multiple approaches are being discussed. The orientation of the strain gauges is also a point of inquiry, indicating potential variations in interpretation.

Contextual Notes

There may be limitations related to the assumptions made about material properties, the specific conditions of the pipelines, and the applicability of Young's Modulus in this context.

Endriu
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Hi all,
I'm doing a stress analysis and I’m considering 3 buried pipelines carrying oil.

Vibrating wire strain gauges have been installed in different sections for a total of 468 strain gauges.

These have been arranged on the surface of the pipelines 120°apart:

upload_2017-11-16_10-53-58.gif






This pipelines have suffered from a landslide. There has been a strain relief procedure accordingly. After that, the pipe has undergone another progressive landslide.



The data I surveyed by the strain gauges belong to the period that goes from august 2013 (start of the strain relief) to now.



Here attached an example :



(Data from a strain gauge during the strain relief procedure of the buried pipeline)





upload_2017-11-16_10-53-58.gif




I need to compare the results I have from the finite elements stress analysis of the pipeline before and after the strain relief procedure, with the strain gauges’ data.





I’m looking for a software or a standard calculation method to get the stress [N/m^2] out of the strain gauge’s output data [microstrain].

Could you please help me out?


Thank you.
 

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Why can't you just use Young's Modulus ?
 
Last edited:
What is the orientation of the strain gages? Are they axial, circumferential, or something else?
 
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They measure axial strain.
I also need to compare the results of this measuring with the output of the Autopipe model. It gives stress, forces and moments in each point of the pipeline.
 

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