Study on the bending behavior of reinforced thermoplastic pipes (RTPs): A theoretical continuum damage model and experimental tests

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
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Abstract

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.

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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
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。
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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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