Modeling creep response for HMPE ropes by a viscoelastic damage model based on fractional derivative theory

被引:0
作者
Hai, Lu [1 ,2 ]
Wang, Shu-qing [1 ]
Liu, Wen-cheng [1 ]
机构
[1] Ocean Univ China, Sch Engn, Qingdao 266100, Peoples R China
[2] Leibniz Univ Hannover, Inst Continuum Mech, D-30823 Hannover, Germany
基金
中国国家自然科学基金;
关键词
Mooring; HMPE rope; Fractional derivative; Creep; Damage; SYNTHETIC-FIBER ROPES; BEHAVIOR; TIME;
D O I
10.1016/j.oceaneng.2024.117181
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
High modulus polyethylene (HMPE) ropes are being increasingly applied to the mooring systems of deep and ultra -deep water floating structures. Nevertheless, due to the viscoelasticity of fiber materials, HMPE ropes exhibit creep behaviors and, in some cases, even creep failure, which poses a great concern regarding the reliability of mooring systems. To describe the whole creep process of HMPE ropes, a viscoelastic damage model is proposed based on the fractional derivative theory. By characterizing the HMPE material using a damaged spring and a fractional dashpot in series, the creep equation for HMPE ropes is established and the method for model parameter identification is proposed as well. Experimental creep data of HMPE strands available in the literature are used to validate the present viscoelastic damage creep model. The simulation results are in good agreement with experimental data, confirming that the model can effectively describe the damage -creep coupled behaviors of HMPE ropes at various loading levels. Finally, a sensitivity analysis is conducted regarding the fractional derivative parameters. The developed model is anticipated to act as a reference for studying the long-term reliability of HMPE mooring lines.
引用
收藏
页数:8
相关论文
共 50 条
[31]   A rock creep model based on Atangana-Baleanu fractional derivative with coupled damage effects of pore water pressure, stress and time [J].
Deng, Huilin ;
Zhou, Hongwei ;
Li, Lifeng ;
Jia, Wenhao ;
Wang, Jun .
RESULTS IN PHYSICS, 2023, 52
[32]   A Creep Model of Asphalt Mixture Based on Variable Order Fractional Derivative [J].
Luo, Wenbo ;
Li, Bo ;
Zhang, Yongjun ;
Yin, Boyuan ;
Dai, Jingling .
APPLIED SCIENCES-BASEL, 2020, 10 (11)
[33]   A creep constitutive model based on Atangana-Baleanu fractional derivative [J].
Deng, Huilin ;
Zhou, Hongwei ;
Wei, Qing ;
Li, Lifeng ;
Jia, Wenhao .
MECHANICS OF TIME-DEPENDENT MATERIALS, 2023, 27 (04) :1171-1186
[34]   Orthotropic plates resting on viscoelastic foundations with a fractional derivative Kelvin-Voigt model [J].
Chinnaboon, Boonme ;
Panyatong, Monchai ;
Chucheepsakul, Somchai .
COMPOSITE STRUCTURES, 2023, 322
[35]   Damage Creep Model of Viscoelastic Rock Based on the Distributed Order Calculus [J].
Li, Ming ;
Pu, Hai ;
Cao, Lili ;
Sha, Ziheng ;
Yu, Hao ;
Zhang, Jiazhi ;
Zhang, Lianying .
APPLIED SCIENCES-BASEL, 2023, 13 (07)
[36]   A Nonlinear Fractional Viscoelastic-Plastic Creep Model of Asphalt Mixture [J].
Zhang, Yongjun ;
Liu, Xiu ;
Yin, Boyuan ;
Luo, Wenbo .
POLYMERS, 2021, 13 (08)
[37]   Creep mechanical properties and creep damage model of sandstone considering temperature effect based on acoustic emission [J].
Pan, Xiaokang ;
Zhou, Xiaoping ;
Zou, Yulin ;
Lei, Deming ;
Berto, Filippo .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2024, 47 (01) :35-55
[38]   Nonlinear behavior of clay creep and its fractional derivative creep model [J].
Ren P. ;
Wang P. ;
Zhang H. ;
Tang Y. .
Gongcheng Lixue/Engineering Mechanics, 2020, 37 (09) :153-160and207
[39]   A Nonlinear Viscoelastic Rheological Model of Soft Soil based on Fractional Order Derivative [J].
Li, Ruiduo ;
Yue, Jinchao ;
Zhu, Cunzhen ;
Sun, Zhenyang .
CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 :1056-+
[40]   A nonlinear viscoelastic fractional derivative model of infant hydrocephalus [J].
Wilkie, K. P. ;
Drapaca, C. S. ;
Sivaloganathan, S. .
APPLIED MATHEMATICS AND COMPUTATION, 2011, 217 (21) :8693-8704