Latest revision as of 19:26, 22 March 2021

Abstract

Since pipelines experience the largest deformation during lowering-in, structural analysis for this construction sequence should be performed to ensure structural safety. In this study, a new analytical model named the &ldquo

segmental pipeline model&rdquo

was developed to predict the structural behavior of the pipeline. This analytical model consists of several segmental elements to represent various boundary and contact conditions. Therefore, the segmental pipeline model can consider the geometric configuration and characteristics of pipelines that appear during lowering-in. Adopting the Euler-Bernoulli beam and two-parameter beam on elastic foundation theory, the new model takes the effect of the soil and axial forces acting on the pipelines into account. This paper compares the displacements, sectional bending moments and shear forces of the pipeline obtained from the analytical model and finite element (FE) analysis, where good agreement was demonstrated. Also, the paper presents three examples to demonstrate the applicability of the analytical model.

Document type: Article

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The different versions of the original document can be found in:

• http://dx.doi.org/10.3390/app9132595 under the license https://creativecommons.org/licenses/by

• http://dx.doi.org/10.3390/app9132595 under the license http://creativecommons.org/licenses/by/3.0/

• https://www.mdpi.com/2076-3417/9/13/2595/pdf under the license https://creativecommons.org/licenses/by/4.0

• https://repository.hanyang.ac.kr/bitstream/20.500.11754/113679/1/2019.05_%ec%9d%b4%ec%a2%85%ec%84%b8_Analytical%20Model%20for%20the%20Structural%20Behavior%20of%20Pipelines%20During%20Lowering-In.pdf,

http://repository.hanyang.ac.kr/handle/20.500.11754/113679,

https://academic.microsoft.com/#/detail/2955994978 under the license cc-by

• https://www.mdpi.com/2076-3417/9/13/2595,

https://doaj.org/toc/2076-3417

• https://www.mdpi.com/2076-3417/9/13/2595/pdf,

http://dx.doi.org/10.3390/app9132595

under the license https://creativecommons.org/licenses/by/4.0/