Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

EXPERIMENTAL STUDY OF LOAD EFFECT ON DEFORMED STATE OF ADJACENT PIPELINE SECTIONS WHEN USING A SUPPORT-CENTERING DEVICE

View through CrossRef
The relevance of the study is due to the testing of the results of the numerical calculation of the stress-strain state of the support-centering device and pipeline in ANSYS software through an experimental study. The purpose of the work is to experimentally study the effect of the support-centering device on the pipeline when centering the boundary sections when cutting out a defective coil during emergency repairs. The object of the study is an experimental bench of a pipeline with diameter Dн = 40 mm, chosen as a prototype of a pipeline with diameter Dн = 1020 mm. Research methods: mathematical modeling, experimental research, processing of experimental data.The following results were obtained:- the maximum deformation of the end of the pipeline in a computer model of a full-scale pipeline with an applied load of 10 kN is 62.9 mm, the maximum stress is 87.2 MPa;- factors identified: load F = 0–50 N, length of the free end of the pipeline l = 0.5–1.5 m, depth of the pipeline h = 50–80 mm) and experimental response - deformation u;- during the processing of experimental values of deformations, it was revealed that the depth of the pipeline does not affect the results of measuring the displacement of the pipeline axis from applied transverse forces, therefore, it was decided to carry out measurements at a constant depth of 0.08 m;- based on the results of the experiment, graphs of theoretical and experimental dependences of the movement of the pipeline axis on the longitudinal load were constructed: the difference between the two schemes for securing the pipeline is 41 %, in the calculations it is necessary to take into account the part of the pipeline located in the ground;- the relative error of the experimental results, taking into account theoretical errors, is no more than 10 %.
Title: EXPERIMENTAL STUDY OF LOAD EFFECT ON DEFORMED STATE OF ADJACENT PIPELINE SECTIONS WHEN USING A SUPPORT-CENTERING DEVICE
Description:
The relevance of the study is due to the testing of the results of the numerical calculation of the stress-strain state of the support-centering device and pipeline in ANSYS software through an experimental study.
The purpose of the work is to experimentally study the effect of the support-centering device on the pipeline when centering the boundary sections when cutting out a defective coil during emergency repairs.
The object of the study is an experimental bench of a pipeline with diameter Dн = 40 mm, chosen as a prototype of a pipeline with diameter Dн = 1020 mm.
Research methods: mathematical modeling, experimental research, processing of experimental data.
The following results were obtained:- the maximum deformation of the end of the pipeline in a computer model of a full-scale pipeline with an applied load of 10 kN is 62.
9 mm, the maximum stress is 87.
2 MPa;- factors identified: load F = 0–50 N, length of the free end of the pipeline l = 0.
5–1.
5 m, depth of the pipeline h = 50–80 mm) and experimental response - deformation u;- during the processing of experimental values of deformations, it was revealed that the depth of the pipeline does not affect the results of measuring the displacement of the pipeline axis from applied transverse forces, therefore, it was decided to carry out measurements at a constant depth of 0.
08 m;- based on the results of the experiment, graphs of theoretical and experimental dependences of the movement of the pipeline axis on the longitudinal load were constructed: the difference between the two schemes for securing the pipeline is 41 %, in the calculations it is necessary to take into account the part of the pipeline located in the ground;- the relative error of the experimental results, taking into account theoretical errors, is no more than 10 %.

Related Results

Installation Analysis of Matterhorn Pipeline Replacement
Installation Analysis of Matterhorn Pipeline Replacement
Abstract The paper describes the installation analysis for the Matterhorn field pipeline replacement, located in water depths between 800-ft to 1200-ft in the Gul...
Pipeline Resistance
Pipeline Resistance
Pipeline resistance is where an often abstract and wonky climate movement meets the bravery and boldness of Indigenous and other frontline defenders of land and water who inspire d...
A Fluid-pipe-soil Approach to Stability Design of Submarine Pipelines
A Fluid-pipe-soil Approach to Stability Design of Submarine Pipelines
Abstract The conventional approach to submarine pipeline stability design considers interactions between water and pipeline (fluid-pipe) and pipeline and seabed (...
Critique of Offshore Pipelay Criteria and Its Effect on Pipeline Design
Critique of Offshore Pipelay Criteria and Its Effect on Pipeline Design
ABSTRACT The pipelay criteria currently used for pipeline design is based mainly on submarine static pipelay analysis results. The criteria recommended in the cod...
Solar-Powered Wireless Load Cell Application in Kuwait's Field
Solar-Powered Wireless Load Cell Application in Kuwait's Field
Abstract Artificial-lift systems account for a major portion of Kuwait's heavy-oil production infrastructure. Among these, the sucker rod pump remains the most ec...
Seismic Vulnerability of the Subsea Pipeline
Seismic Vulnerability of the Subsea Pipeline
Abstract Unburied marine pipeline vulnerability under seismic impact, a new approach of investigation, and conclusion / recommendations for certain analyzed cases...
Crane Load Moment System For Offshore Crane Operations
Crane Load Moment System For Offshore Crane Operations
Abstract History has shown that dependency upon the crane operator to monitor loads and boom angle or load radius do not allow the margin necessary to perform the...

Back to Top