增强热塑性塑料管(RTP)弯曲行为研究:连续损伤理论模型和实验测试

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2024-01-27 DOI:10.1016/j.marstruc.2024.103581
Xindong Ding , Shuqing Wang , Wencheng Liu , Svein Sævik , Lu Hai
{"title":"增强热塑性塑料管(RTP)弯曲行为研究:连续损伤理论模型和实验测试","authors":"Xindong Ding ,&nbsp;Shuqing Wang ,&nbsp;Wencheng Liu ,&nbsp;Svein Sævik ,&nbsp;Lu Hai","doi":"10.1016/j.marstruc.2024.103581","DOIUrl":null,"url":null,"abstract":"<div><p><span>A novel theoretical model is proposed to study the continuum damage mechanical (CDM) behavior of reinforced thermoplastic pipes (RTPs) under bending moments, in which stress analysis of composites, failure evaluation and stiffness degradation<span><span> are combined in loop calculation. Based on the existing homogenization assumption, the stress distribution of every ply could be calculated according to the </span>equilibrium equations<span> between the RTP and a hypothetical homogenous pipe. Once stresses of composite plies<span> satisfy Hashin-Yeh failure criterion, dominant failure modes are determined by filtering failure coefficients. Subsequently, the stiffness degradation model would be performed, in which a sine weight function is employed to consider the damage distribution along the hoop direction. Meanwhile, the von Mises criterion and Ramberg-Osgood curve are used to simulate the </span></span></span></span>material nonlinearity<span> of liner and coating. Four-point bending tests and numerical simulations were conducted to verify the proposed theoretical model. A user-defined VUMAT subroutine was employed to simulate the progressive failure of 3D composites. Compared with experimental tests and numerical simulations, the proposed model could give accurate predictions on the linear and nonlinear responses<span><span>, such as the bending stiffness, the stress field and the </span>damage propagation. Furthermore, different methods for the four-point bending test were also compared and good correlation found.</span></span></p></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":null,"pages":null},"PeriodicalIF":4.0000,"publicationDate":"2024-01-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the bending behavior of reinforced thermoplastic pipes (RTPs): A theoretical continuum damage model and experimental tests\",\"authors\":\"Xindong Ding ,&nbsp;Shuqing Wang ,&nbsp;Wencheng Liu ,&nbsp;Svein Sævik ,&nbsp;Lu Hai\",\"doi\":\"10.1016/j.marstruc.2024.103581\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p><span>A novel theoretical model is proposed to study the continuum damage mechanical (CDM) behavior of reinforced thermoplastic pipes (RTPs) under bending moments, in which stress analysis of composites, failure evaluation and stiffness degradation<span><span> are combined in loop calculation. Based on the existing homogenization assumption, the stress distribution of every ply could be calculated according to the </span>equilibrium equations<span> between the RTP and a hypothetical homogenous pipe. Once stresses of composite plies<span> satisfy Hashin-Yeh failure criterion, dominant failure modes are determined by filtering failure coefficients. Subsequently, the stiffness degradation model would be performed, in which a sine weight function is employed to consider the damage distribution along the hoop direction. Meanwhile, the von Mises criterion and Ramberg-Osgood curve are used to simulate the </span></span></span></span>material nonlinearity<span> of liner and coating. Four-point bending tests and numerical simulations were conducted to verify the proposed theoretical model. A user-defined VUMAT subroutine was employed to simulate the progressive failure of 3D composites. Compared with experimental tests and numerical simulations, the proposed model could give accurate predictions on the linear and nonlinear responses<span><span>, such as the bending stiffness, the stress field and the </span>damage propagation. Furthermore, different methods for the four-point bending test were also compared and good correlation found.</span></span></p></div>\",\"PeriodicalId\":49879,\"journal\":{\"name\":\"Marine Structures\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":4.0000,\"publicationDate\":\"2024-01-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Marine Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0951833924000091\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951833924000091","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

本文提出了一种新的理论模型来研究增强热塑性管道(RTP)在弯矩作用下的连续损伤力学(CDM)行为,该模型将复合材料的应力分析、失效评估和刚度退化结合在一起进行循环计算。基于现有的均质化假设,可根据 RTP 与假定均质管道之间的平衡方程计算每层的应力分布。一旦复合材料层的应力满足 Hashin-Yeh 失效准则,则可通过过滤失效系数确定主要失效模式。随后,将执行刚度退化模型,其中采用正弦加权函数来考虑沿箍向的损伤分布。同时,采用 von Mises 准则和 Ramberg-Osgood 曲线来模拟衬垫和涂层的材料非线性。为验证所提出的理论模型,进行了四点弯曲试验和数值模拟。采用用户定义的 VUMAT 子程序模拟三维复合材料的渐进失效。与实验测试和数值模拟相比,所提出的模型能够准确预测线性和非线性响应,如弯曲刚度、应力场和损伤扩展。此外,还比较了四点弯曲试验的不同方法,并发现了良好的相关性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Study on the bending behavior of reinforced thermoplastic pipes (RTPs): A theoretical continuum damage model and experimental tests

A novel theoretical model is proposed to study the continuum damage mechanical (CDM) behavior of reinforced thermoplastic pipes (RTPs) under bending moments, in which stress analysis of composites, failure evaluation and stiffness degradation are combined in loop calculation. Based on the existing homogenization assumption, the stress distribution of every ply could be calculated according to the equilibrium equations between the RTP and a hypothetical homogenous pipe. Once stresses of composite plies satisfy Hashin-Yeh failure criterion, dominant failure modes are determined by filtering failure coefficients. Subsequently, the stiffness degradation model would be performed, in which a sine weight function is employed to consider the damage distribution along the hoop direction. Meanwhile, the von Mises criterion and Ramberg-Osgood curve are used to simulate the material nonlinearity of liner and coating. Four-point bending tests and numerical simulations were conducted to verify the proposed theoretical model. A user-defined VUMAT subroutine was employed to simulate the progressive failure of 3D composites. Compared with experimental tests and numerical simulations, the proposed model could give accurate predictions on the linear and nonlinear responses, such as the bending stiffness, the stress field and the damage propagation. Furthermore, different methods for the four-point bending test were also compared and good correlation found.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
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.
期刊最新文献
Multiple-arc cylinder under flow: Vortex-induced vibration and energy harvesting Analysis of tubular joints in marine structures: A comprehensive review A study on the mechanical behavior of umbilical cables under impact loads using experimental and numerical methods Numerical and experimental investigation on active hydraulic tensioner system for a TLP under tether fails condition Assessment of internal defects in flush ground butt welds in marine structures
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1