上海交通大学学报 ›› 2026, Vol. 60 ›› Issue (1): 133-141.doi: 10.16183/j.cnki.jsjtu.2024.087

• 船舶海洋与建筑工程 • 上一篇    下一篇

保护层破损时柔性立管螺旋铠装层压缩失效模式

王华琳1, 吴尚华2, 王刚3, 杨志勋4(), 毛彦东5, 陆俣丞4, 卢海龙6   

  1. 1 中船西南(重庆)装备研究院有限公司, 重庆 401123
    2 大连理工大学 化工海洋与生命学院, 辽宁 盘锦 124221
    3 大连交通大学 土木工程学院, 辽宁 大连 116028
    4 哈尔滨工程大学机电工程学院, 哈尔滨 150001
    5 大连理工大学 宁波研究院, 浙江 宁波 315016
    6 大连理工大学 力学与航空航天学院, 辽宁 大连 116024
  • 收稿日期:2024-03-15 修回日期:2024-04-22 接受日期:2024-05-22 出版日期:2026-01-28 发布日期:2026-01-27
  • 通讯作者: 杨志勋 E-mail:yangzhixun@hrbeu.edu.cn.
  • 作者简介:王华琳(1997—),硕士,从事海洋工程装备的结构设计及仿真优化研究工作.
  • 基金资助:
    国家自然科学基金项目(52001088);山东省重大科技创新项目(2019JZZY010801);黑龙江省自然科学基金项目(LH2021E050)

Compression Failure Mode of Flexible Pipe Reinforced Armor Layer with Damaged Protective Layer

WANG Hualin1, WU Shanghua2, WANG Gang3, YANG Zhixun4(), MAO Yandong5, LU Yucheng4, LU Hailong6   

  1. 1 CSSC Southwest (Chongqing) Equipment Research Institute Co., Ltd., Chongqing 401123, China
    2 School of Chemical Engineering, Ocean and Life Sciences, Dalian University of Technology, Panjin 124221, Liaoning, China
    3 School of Civil Engineering, Dalian Jiaotong University, Dalian 116028, Liaoning, China
    4 College of Mechanical and Electrical Engineering, Harbin Engineering University, Harbin 150001, China
    5 Ningbo Research Institute, Dalian University of Technology, Ningbo 315016, Zhejiang, China
    6 School of Mechanics and Aerospace Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China
  • Received:2024-03-15 Revised:2024-04-22 Accepted:2024-05-22 Online:2026-01-28 Published:2026-01-27
  • Contact: YANG Zhixun E-mail:yangzhixun@hrbeu.edu.cn.

摘要:

为研究柔性立管压缩力学行为和保护层(加强带和外护套)受损对螺旋铠装层失效模式的影响,建立了非线性有限元模型.首先,分析了工程中常见破口形式,将其归类为4种较为规整的破口形式.通过未破口保护层的数值分析结果,说明螺旋铠装层受压的整体变形过程和变形特性.然后,通过对比保护层和螺旋铠装层的支反力时程曲线,进一步总结了受损保护层对螺旋铠装层失效不稳定性的影响.研究发现破口抵抗径向扩张能力与整体结构承压能力息息相关,同时破口形状对螺旋铠装层失效模式存在一定的诱导作用.外护套的波纹状失效模式或层内错动会瞬时强化螺旋铠装层,抑制其环向隆起失效.最后,定义了常见的螺旋铠装层的压缩失效模式,为海洋工程实践中的失效分析及应对策略提供有效的参考.

关键词: 柔性立管, 螺旋铠装层, 保护层, 破口形式, 压缩失效模式

Abstract:

A nonlinear finite element model was established to study the compressive mechanical behavior of flexible pipes and the failure mode of reinforced armor layer with the damage protective layer. First, the common damage shapes in engineering were analyzed and classified into four regular damage shapes. Then, the undamaged numerical model was analyzed. The deformation process and characteristics of tensile armor layer were elaborated. The force history curves of each layer were compared, and the impact of damage protection layer on the instability of reinforced armor layer failure was summarized. The results showed that the ability to resist radial expansion due to damage is related to the ability of the structure to withstand compression. The shape of the damage has an inducing effect on the failure mode of the reinforced armor layer. The ripple failure mode or internal dislocation of the outer sheath can instantly strengthen the reinforced armor layer and suppress circumferential buckling. Finally, the common compression failure modes of reinforced armor layers were defined, providing valuable references for failure analysis and response strategies in marine engineering.

Key words: flexible pipe, reinforced armor layer, protective layer, damaged mode, compression failure mode

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