The structural behavior of flexible pipes and umbilical cables is difficult to model due to their complex construction that includes components of different materials, shapes, and functions. Also, it is difficult to model due to the nonlinear interaction between those components, which includes contacts, gaps, and friction. To model a flexible pipe or umbilical cable, one can rely on analytical or numerical approaches. Analytical models need a large set of simplifying hypotheses. Numerical models, like classical finite elements models, require large meshes and have great difficulties to converge. But one can take profit of the particular characteristics of a specific component and develop a custom-made finite element that represents its structural behavior, a so-called finite macro-element. Adopting this approach, in a previous work, it was developed a cylindrical macro-element with orthotropic behavior, to model the plastic layers of a flexible pipe or umbilical cable. This paper presents a three-dimensional (3D) curved beam element, built to model a helical metallic component, which takes into account the effects of curvature and tortuosity of that kind of component. This is accomplished by using a strong coupling between displacements and assuming that the twist and shear strains vary linearly within the element, to avoid the shear lock phenomenon. The complete formulation of this element is presented. Results obtained with this formulation are also presented and compared to those obtained by a classical finite element modeling tool, with good agreement.

References

1.
Provasi
,
R.
, and
Martins
,
C. A.
,
2009
, “
A Finite Macro-Element for Cylindrical Layer Modeling
,”
ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering
, Shanghai, China, June 6–11, pp.
429
438
.
2.
Provasi
,
R.
, and
Martins
,
C. A.
,
2013
, “
A Finite Macro-Element for Orthotropic Cylindrical Layer Modeling
,”
ASME J. Offshore Mech. Arct. Eng.
,
135
(
3
), p.
031401
.10.1115/1.4023793
3.
Provasi
,
R.
, and
Martins
,
C. A.
,
2011
, “
A Three-Dimensional Curved Beam Element for Helical Components Modeling
,”
ASME 2010 30th International Conference on Ocean, Offshore and Arctic Engineering
, Rotterdam, The Netherlands, June 19–24, pp.
101
109
.
4.
Provasi
,
R.
, and
Martins
,
C. A.
,
2013
, “
A Rigid Connection Element for Macro-Elements With Different Node Displacement Natures
,”
23rd International Offshore (Ocean) and Polar Engineering Conference, ISOPE2013
, Anchorage, AK, June 30–July 5, pp.
222
226
.
5.
Provasi
,
R.
, and
Martins
,
C. A.
,
2013
, “
A Contact Element for Macro-Elements With Different Node Displacement Natures
,”
23rd International Offshore (Ocean) and Polar Engineering Conference, ISOPE2013
, Anchorage, AK, June 30–July 5, pp.
227
233
.
6.
Provasi
,
R.
,
Meirelles
,
C. O. C.
, and
Martins
,
C. A.
,
2009
, “
CAD Software for Cable Design: A Consistent Modeling Method to Describe the Cable Structure and Associated Interface
,”
International Congress of Mechanical Engineering—COBEM
, Gramado, RS, Brazil, Nov. 15–20, pp.
1
10
.
7.
Provasi
,
R.
,
Meirelles
,
C. O. C.
, and
Martins
,
C. A.
,
2010
, “
CAD Software for Cable Design: A Three-Dimensional Visualization Tool
,”
ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering
, Shanghai, China, June 6–11, pp.
447
455
.
8.
Love
,
A. E. H.
,
1944
,
A Treatise on the Mathematical Theory of Elasticity
, 4th ed.,
Dover
,
New York
.
9.
Nawrocki
,
A.
, and
Michel
,
L.
,
2000
, “
A Finite Element Model for Simple Straight Wire Rope Strands
,”
Comput. Struct.
,
77
, pp.
345
359
.10.1016/S0045-7949(00)00026-2
10.
Petrov
,
E.
, and
Géradin
,
M.
,
1998
, “
Finite Element Theory for Curved and Twisted Beams Based on Exact Solutions for Three-Dimensional Solids Part 1: Beam Concept and Geometrically Exact Nonlinear Formulation
,”
Comput. Methods Appl. Mech. Eng.
,
165
, pp.
43
92
.10.1016/S0045-7825(98)00061-9
11.
Petrov
,
E.
, and
Géradin
,
M.
,
1998
, “
Finite Element Theory for Curved and Twisted Beams Based on Exact Solutions for Three-Dimensional Solids Part 2: Anisotropic and Advanced Beam Models
,”
Comput. Methods Appl. Mech. Eng.
,
165
, pp.
93
127
.10.1016/S0045-7825(98)00060-7
12.
Zhu
,
Z. H.
, and
Meguid
,
S. A.
,
2004
, “
Analysis of Three-Dimensional Locking-Free Curved Beam Element
,”
Int. J. Comput. Eng. Sci.
,
5
(
3
), pp.
535
556
.10.1142/S1465876304002551
13.
Leung
,
A. Y. T.
, and
Chan
,
J. K. W.
,
1997
, “
On the Love Strain Form of Naturally Curved and Twisted Rods
,”
Thin-Walled Struct.
,
28
(
3/4
), pp.
253
267
.10.1016/S0263-8231(97)00045-1
14.
Gimena
,
L.
,
Gimena
,
F. N.
, and
Gonzaga
,
P.
,
2008
, “
Structural Analysis of a Curved Beam Element Defined in Global Coordinates
,”
Eng. Struct.
,
30
, pp.
3355
3364
.10.1016/j.engstruct.2008.05.011
15.
Gimena
,
F. N.
,
Gonzaga
,
P.
, and
Gimena
,
L.
,
2008
, “
3D-Curved Beam Element With Varying Cross-Sectional Area Under Generalized Loads
,”
Eng. Struct.
,
30
, pp.
404
411
.10.1016/j.engstruct.2007.04.005
16.
Sandhu
,
J. S.
,
Stevens
,
K. A.
, and
Davies
,
G. A. O.
,
1990
, “
A 3-D Co-rotational, Curved and Twisted Beam Element
,”
Comput. Struct.
,
35
(
1
), pp.
69
79
.10.1016/0045-7949(90)90257-3
17.
Rattanawangcharoen
,
N.
,
Bai
,
H.
, and
Shah
,
A. H.
,
2004
, “
A 3D Cylindrical Finite Element Model for Thick Curved Beam Stress Analysis
,”
Int. J. Numer. Methods Eng.
,
59
, pp.
511
531
.10.1002/nme.888
18.
Yu
,
A.
,
Fang
,
M.
, and
Ma
,
X.
,
2002
, “
Theoretical Research on Naturally Curved and Twisted Beams Under Complicated Loads
,”
Comput. Struct.
,
80
, pp.
2529
2536
.10.1016/S0045-7949(02)00329-2
19.
Lenci
,
S.
, and
Clementi
,
F.
,
2009
, “
Simple Mechanical Model of Curved Beams by a 3D Approach
,”
J. Eng. Mech.
,
135
, pp.
597
613
.10.1061/(ASCE)0733-9399(2009)135:7(597)
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