In this paper, the coupled extensional–torsional behavior of a 4 in. flexible pipe is studied. The pipe is subjected to pure tension and two different boundary conditions are considered: ends free and prevented from axially rotating. The response of the pipe is predicted with a three-dimensional nonlinear finite element (FE) model. Some aspects of the obtained results are discussed, such as the effect of restraining the axial rotation at the extreme sections of the model; the effect of friction or adhesion between the layers of the pipe on the induced axial rotation (or torque) and elongation; and the reduction to simple plane behavior usually assumed by analytical models. The numerical results are compared to the ones measured in experimental tests. Reasonable agreement is observed between all results pointing out that the analyzed pipe is torque balanced and that friction mainly affects the axial twist induced by the applied tension. Moreover, the cross sections of the pipe remain straight with the imposed load, but different axial rotations are found in each layer.
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February 2016
Research-Article
Improvements on the Numerical Analysis of the Coupled Extensional–Torsional Response of a Flexible Pipe
Héctor E. M. Muñoz,
Héctor E. M. Muñoz
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
e-mail: hmerino147@gmail.com
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
e-mail: hmerino147@gmail.com
Search for other works by this author on:
José R. M. de Sousa,
José R. M. de Sousa
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Prédio Anexo do CT, LACEO, 1° andar
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 2941-596
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Prédio Anexo do CT, LACEO, 1° andar
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 2941-596
Search for other works by this author on:
Carlos Magluta,
Carlos Magluta
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Search for other works by this author on:
Ney Roitman
Ney Roitman
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Search for other works by this author on:
Héctor E. M. Muñoz
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
e-mail: hmerino147@gmail.com
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
e-mail: hmerino147@gmail.com
José R. M. de Sousa
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Prédio Anexo do CT, LACEO, 1° andar
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 2941-596
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Prédio Anexo do CT, LACEO, 1° andar
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 2941-596
Carlos Magluta
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Ney Roitman
Department of Civil Engineering,
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Centro de Tecnologia,
COPPE/UFRJ,
Cidade Universitária,
Bloco I2000, Sala I116,
Ilha do Fundão,
Rio de Janeiro,
Brazil, CEP 21945-970
Contributed by the Ocean, Offshore, and Arctic Engineering Division of ASME for publication in the JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING. Manuscript received November 27, 2011; final manuscript received November 13, 2015; published online December 11, 2015. Assoc. Editor: Myung Hyun Kim.
J. Offshore Mech. Arct. Eng. Feb 2016, 138(1): 011701 (13 pages)
Published Online: December 11, 2015
Article history
Received:
November 27, 2011
Revised:
November 13, 2015
Citation
Muñoz, H. E. M., de Sousa, J. R. M., Magluta, C., and Roitman, N. (December 11, 2015). "Improvements on the Numerical Analysis of the Coupled Extensional–Torsional Response of a Flexible Pipe." ASME. J. Offshore Mech. Arct. Eng. February 2016; 138(1): 011701. https://doi.org/10.1115/1.4032036
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