Behavior of unbonded flexible riser with composite armor layers under coupling loads

2021 ◽  
Vol 239 ◽  
pp. 109907
Author(s):  
Qingsheng Liu ◽  
Hongxiang Xue ◽  
Wenyong Tang
Author(s):  
John Zhang ◽  
Zhimin Tan ◽  
Terry Sheldrake

A simplified model is proposed for describing the hysteresis behaviour of an unbonded flexible pipe during bending. The model has been developed based on available bending test data and numerical studies. Using the model, a simplified hysteresis loop for a given flexible pipe under specified loading conditions can be evaluated. With the simplified hysteresis loop, the global dynamic analysis and the fatigue life analysis of a flexible riser can be conducted more efficiently without loss of accuracy.


2020 ◽  
Vol 188 ◽  
pp. 104248
Author(s):  
Haichen Zhang ◽  
Lili Tong ◽  
Michael Anim Addo ◽  
Jiaji Liang ◽  
Lijun Wang

2019 ◽  
Vol 128 ◽  
pp. 105203 ◽  
Author(s):  
Sabrina Vantadori ◽  
Andrea Carpinteri ◽  
Ignacio Iturrioz

Author(s):  
Arne Ulrik Bindingsbo̸ ◽  
Lars Slagsvold

The offshore industry is often considered very conservative with respect to using new technology. The use of unbonded flexible risers is one of the few technology elements that have been introduced and accepted for use without being fully documented before use. The flexible riser is a great product and has made many field developments possible. When moving into deeper waters with high pressure wells the unbonded flexible riser becomes very heavy and introduces large hangoff forces on the vessel. Experience has indicated that is difficult to carry out proper inspection of these risers. We are therefore investigating riser concepts incorporating new materials and with a simpler cross section that can be used for floating production. Our requirement to a riser is excellent durability, possibility of inspection and installation by reeling. Advanced composite materials have properties such as, low weight, high strength, good durability and very good fatigue performance. These properties make risers manufactured from composite material very interesting. A composite riser can by made by either thermoset or thermoplastic materials. An internal liner must be used, as the composite itself may not be diffusion proof. This liner can be made of metal or plastic and a high quality material may be used, as the amount is modest. The requirement to installation by reeling rules out the metallic inner liner due great mismatch in properties between liner and composite. A very promising concept is the use of a thermoplastic liner together with a thermoplastic composite. This is a riser with excellent mechanical and durability properties and can be installed by the reeling method. An ongoing EU project, AURUM, is investigating this concept in detail. The project has a goal to manufacture an 8″ riser section and includes all the steps in a production process from fibre production to tape winding and analytical modeling.


Author(s):  
Héctor E. M. Merino ◽  
José Renato M. de Sousa ◽  
Carlos Magluta ◽  
Ney Roitman

Inspections in flexible risers have detected a considerable number of damages in their top section caused by the installation process or generated during their operation, due to the contact with another riser or components of the floating facility. Among the most common damages detected, the rupture of the tensile armor wires is critical to the structure integrity as its load capacity may be significantly reduced. The objective of this work is to present the main results involving pure tension and torsion with tension tests in a 4” unbonded flexible riser with five damaged wires in its outer tensile armor. These tests were carried out at the Structures Laboratory of Federal University of Rio de Janeiro (LabEst). Besides presenting full data concerning the internal structure of the riser, this paper describes the experimental procedures used to perform the tests and the main results obtained such as axial and torsional stiffness and the redistribution of forces in the wires. Comparisons between numerical simulations with those obtained experimentally are presented. A brief discussion about results and some simplifications assumed on the numerical model are presented at the end of the work.


Author(s):  
Jiabei Yuan ◽  
Yucheng Hou ◽  
Zhimin Tan

Abstract Evaluation of fatigue damage of offshore flexible risers is critical in flexible riser system design. For deepwater application, irregular wave time domain approach is often adopted as the state of practice to avoid excessive conservatism due to its better representation of the stochastic offshore environment. The approach can indeed fully capture the non-linear behaviors of the system at a significant cost of computational time. For example, computational time typically takes over 3∼4 weeks for a deep water free hanging riser system with thousands of fatigue load-cases and the full 3-hour simulations. On the other hand, the same scope of simulation can be completed in frequency domain within day(s), which will enable the designer to accelerate the optimization of riser system design. This paper presents an analysis method in frequency domain for assessing the fatigue damage of tensile armour wires inside the top end fitting (EF), which is induced by dynamic tension variation and often governs the riser service life in deep water applications. A validation measurement is also implemented to ensure the accuracy and practicability of this frequency domain approach in riser system design.


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