Flexible pipes are structures composed by many layers that vary in composition and shapes. The structural behavior of each layer is defined by the role it must play. The construction of flexible pipes is such that the layers are unbounded, with relative movement between them. Even though this characteristic is what enables its high bending compliant behavior, if the displacements involved are small, a bonded analysis is interesting to grasp the general characteristics of the problem. The bonded hypothesis means that there is no movement relative between layers, which is fine for a small displacement analysis. It also creates a lower bound for the movement, since when considering increasingly friction coefficient values, it tends to the bonded situation. The main advantage of such hypothesis is that the system becomes linear, leading to fast solving problems (when compared to full frictional analysis) and giving insights to the pipe behavior. The authors have previously developed a finite element based one called macroelements. This model enables a fast-solving problem with less memory consumption when compared to multipurpose software. The reason behind it is the inclusion of physical characteristics of the problem, enabling the reduction in both number of elements and memory used and, since there are less elements and degrees-of-freedom, faster solved problems. In this paper, the advantages of such model are shown by using examples that are representative of a simplified, although realistic, flexible pipe. Comparisons between the macroelement model and commercial software are made to show its capabilities.
Skip Nav Destination
Article navigation
October 2018
Research-Article
Bonded Flexible Pipe Model Using Macroelements
Rodrigo Provasi,
Rodrigo Provasi
Department of Structural and
Geotechnical Engineering,
University of São Paulo,
Avenida Professor Almeida Prado,
Trav. 2, No. 83,
São Paulo, SP 05508-900, Brazil
e-mail: provasi@usp.br
Geotechnical Engineering,
University of São Paulo,
Avenida Professor Almeida Prado,
Trav. 2, No. 83,
São Paulo, SP 05508-900, Brazil
e-mail: provasi@usp.br
Search for other works by this author on:
Fernando Geremais Toni,
Fernando Geremais Toni
Department of Mechanical Engineering,
University of São Paulo,
São Paulo, SP 05508-900, Brazil
e-mail: fernando.toni@usp.br
University of São Paulo,
Avenida Professor Mello Moraes, No. 2231
,São Paulo, SP 05508-900, Brazil
e-mail: fernando.toni@usp.br
Search for other works by this author on:
Clóvis de Arruda Martins
Clóvis de Arruda Martins
Department of Mechanical Engineering,
University of São Paulo,
São Paulo, SP 05508-900, Brazil
e-mail: cmartins@usp.br
University of São Paulo,
Avenida Professor Mello Moraes, No. 2231
,São Paulo, SP 05508-900, Brazil
e-mail: cmartins@usp.br
Search for other works by this author on:
Rodrigo Provasi
Department of Structural and
Geotechnical Engineering,
University of São Paulo,
Avenida Professor Almeida Prado,
Trav. 2, No. 83,
São Paulo, SP 05508-900, Brazil
e-mail: provasi@usp.br
Geotechnical Engineering,
University of São Paulo,
Avenida Professor Almeida Prado,
Trav. 2, No. 83,
São Paulo, SP 05508-900, Brazil
e-mail: provasi@usp.br
Fernando Geremais Toni
Department of Mechanical Engineering,
University of São Paulo,
São Paulo, SP 05508-900, Brazil
e-mail: fernando.toni@usp.br
University of São Paulo,
Avenida Professor Mello Moraes, No. 2231
,São Paulo, SP 05508-900, Brazil
e-mail: fernando.toni@usp.br
Clóvis de Arruda Martins
Department of Mechanical Engineering,
University of São Paulo,
São Paulo, SP 05508-900, Brazil
e-mail: cmartins@usp.br
University of São Paulo,
Avenida Professor Mello Moraes, No. 2231
,São Paulo, SP 05508-900, Brazil
e-mail: cmartins@usp.br
Contributed by the Ocean, Offshore, and Arctic Engineering Division of ASME for publication in the JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING. Manuscript received December 28, 2017; final manuscript received April 3, 2018; published online April 26, 2018. Assoc. Editor: Jonas W. Ringsberg.
J. Offshore Mech. Arct. Eng. Oct 2018, 140(5): 051702 (8 pages)
Published Online: April 26, 2018
Article history
Received:
December 28, 2017
Revised:
April 3, 2018
Citation
Provasi, R., Toni, F. G., and Martins, C. D. A. (April 26, 2018). "Bonded Flexible Pipe Model Using Macroelements." ASME. J. Offshore Mech. Arct. Eng. October 2018; 140(5): 051702. https://doi.org/10.1115/1.4039923
Download citation file:
Get Email Alerts
Cited By
American and European Hydrostatic Tubular Beam-Column Equation Comparisons
J. Offshore Mech. Arct. Eng (August 2023)
An Explanation for a Paradox in a Fluid-discharging Cantilevered Pipe attached with an End-mass
J. Offshore Mech. Arct. Eng
Related Articles
A Frictional Contact Element for Flexible Pipe Modeling With Finite Macroelements
J. Offshore Mech. Arct. Eng (October,2018)
Simplified Finite Element Models to Study the Wet Collapse of Straight and Curved Flexible Pipes
J. Offshore Mech. Arct. Eng (December,2017)
Localized Lateral Thermal Buckling of Pipelines With a Circular Layout
J. Offshore Mech. Arct. Eng (December,2016)
Finite Element Investigation on the Tensile Armor Wire Response of Flexible Pipe for Axisymmetric Loading Conditions Using an Implicit Solver
J. Offshore Mech. Arct. Eng (August,2018)
Related Proceedings Papers
Related Chapters
Supports
Process Piping: The Complete Guide to ASME B31.3, Fourth Edition
Supports
Process Piping: The Complete Guide to ASME B31.3, Third Edition
LARGE STANDOFF MAGNETOMETRY TECHNOLOGY ADVANCES TO ASSESS PIPELINE INTEGRITY UNDER GEOHAZARD CONDITIONS AND APPROACHES TO UTILISATION OF IT
Pipeline Integrity Management Under Geohazard Conditions (PIMG)