Theoretical investigation on ultimate bearing capacity of offshore floating hoses under internal pressure

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Daifeng Wei , Chen An , Songlin Gao , Jixiang Zhang , Youan Li , Segen F. Estefen
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引用次数: 0

Abstract

Floating hoses are critical components in offshore oil and gas transportation systems, engineered to withstand various loads such as internal pressure, tension, torsion, and bending. In this study, an anisotropic constitutive model for cord-rubber and helix wire-rubber composite materials was proposed based on the Mooney–Rivlin hyperelastic formulation, taking into account the nonlinear mechanical behavior of rubber. Linear systems of equations describing the displacement and stress fields within the composite layers were established, incorporating unknown integration constants. The accuracy of the proposed theoretical model was validated through full-scale burst tests. Furthermore, the mechanical behavior of the hose under a design pressure of 10 MPa—five times the rated working pressure—was analyzed. Parametric studies were conducted to examine the effects of key structural parameters, including the cord winding angle, number of cord layers, helix wire diameter, pitch, and hose inner diameter, on the ultimate internal pressure and axial stiffness. The findings provide valuable technical guidance for the structural optimization and performance improvement of offshore floating rubber hoses.
内压作用下海上浮式软管极限承载力的理论研究
浮动软管是海上油气运输系统的关键部件,可承受各种载荷,如内部压力、张力、扭转和弯曲。本文基于Mooney-Rivlin超弹性公式,考虑橡胶的非线性力学行为,建立了绳-橡胶和螺旋线-橡胶复合材料的各向异性本构模型。建立了描述复合材料层内位移和应力场的线性方程组,其中包含未知的积分常数。通过全尺寸爆破试验验证了理论模型的准确性。此外,还分析了软管在设计压力为10 mpa(额定工作压力的5倍)下的力学行为。通过参数化研究,考察了关键结构参数(帘线缠绕角、帘线层数、螺旋线直径、节距和软管内径)对极限内压和轴向刚度的影响。研究结果为海上浮式橡胶软管的结构优化和性能改进提供了有价值的技术指导。
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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