Development of a Novel Technique Using Finite Element Method to Simulate Creep in Thermoplastic Fiber Reinforced Polymer Composite Pipe Structures

H. Ashrafizadeh, R. Schultz, Bo-Han Xu, P. Mertiny
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引用次数: 1

Abstract

High strength-to-weight ratio, excellent corrosion resistance, flexibility, superior fatigue performance, and cost competitiveness have made thermoplastic fiber reinforced polymer composites (TP-FRPCs) a material of choice for the manufacture of pipe products for use in the oil and gas industry. The TP matrix not only protects the composite structure from brittle cracking caused by dynamic loads, it also provides improved flexibility for bending of pipes to enable easier field installation and reduces the requirement for pre-fabricated bent connections. Despite the attractive mechanical performance, the design, development and qualification evaluation of TP-FRPC components for a large portion relies on experimental testing. The time and expense of manufacturing new composite prototypes and performing full-scale testing emphasizes the value of a predictive modeling. But, modeling TP-FRPC structures is not a trivial task due to their anisotropic and time-dependent properties. In this study, a new technique based on the finite element method is proposed to model anisotropic time-dependent behavior of TP-FRPCs. In the proposed technique the composite mechanical properties are captured by superimposing the properties of two fictitious materials. To that end, two overlapping three-dimensional elements with similar nodes were assigned different material properties. One of the elements is assigned to have time-dependent properties to capture the viscoelastic behavior of the matrix while the other element is given linear anisotropic properties to account for the anisotropy induced by the fiber reinforcement. The model was calibrated using data from uniaxial tensile creep tests on coupons made from pure matrix resin and uniaxial tension tests on TP-FRPC tape parallel to the fiber direction. Combined time hardening creep formulation, ANSYS 19.2 implicit analysis, and ANSYS Composite PrepPost were employed to formulate the three-dimensional finite element model. The model was validated by comparison of model predictions with experimental creep strain obtained from TP FRPC tubes with ±45° fiber layups subjected to uniaxial intermediate and high stress for 8 hours. The results obtained showed that for the tubes subjected to intermediate stress, the model predicted the creep rate in the secondary region with less than 5% error. However, for tubes subjected to high stress, the model overestimated the creep rate with over 30% error. This behavior was due to large deformation at this high level of stress and inability of the model to capture fiber realignment towards the pipe longitudinal direction and, therefore, capture an increase in stiffness. Overall, comparison of the simulation results with experimental data indicated that the technique proposed can be used as a reliable model to account for deformations caused by secondary creep in the design of TP-FRPC structures as far as deformations are relatively small and limited to a certain strain threshold. Acceptable predictions of the model, its simplicity in calibration, and limitations on available models that can simultaneously account for time-dependency and anisotropic properties, further emphasize the value of the developed model.
热塑性纤维增强聚合物复合材料管道结构蠕变有限元模拟新技术的发展
热塑性纤维增强聚合物复合材料(tp - frpc)具有高强度重量比、优异的耐腐蚀性、柔韧性、优异的抗疲劳性能和成本竞争力,是制造石油和天然气行业管道产品的首选材料。TP基质不仅可以保护复合材料结构免受动态载荷引起的脆性开裂,还可以提高管道弯曲的灵活性,使现场安装更加容易,并减少对预制弯曲连接的需求。尽管TP-FRPC构件具有良好的力学性能,但在很大程度上,TP-FRPC构件的设计、开发和合格评定仍依赖于实验测试。制造新的复合材料原型和执行全面测试的时间和费用强调了预测建模的价值。但是,由于TP-FRPC结构的各向异性和时间依赖性,建模并不是一项简单的任务。本研究提出了一种基于有限元法的新技术来模拟tp - frpc的各向异性时效行为。在所提出的技术中,复合力学性能是通过叠加两种虚拟材料的性能来捕获的。为此,两个具有相似节点的重叠三维元素被赋予不同的材料属性。其中一个单元被赋予时间相关属性以捕捉基体的粘弹性行为,而另一个单元被赋予线性各向异性属性以解释纤维增强引起的各向异性。该模型采用纯基体树脂的单轴拉伸蠕变试验数据和平行于纤维方向的TP-FRPC胶带的单轴拉伸试验数据进行校准。结合时间硬化蠕变公式,采用ANSYS 19.2隐式分析和ANSYS Composite PrepPost建立三维有限元模型。通过将模型预测结果与±45°纤维铺层的TP FRPC管在单轴中、高应力作用8小时的蠕变应变实验结果进行比较,验证了模型的正确性。结果表明,对于处于中等应力作用下的钢管,该模型预测二次区蠕变速率的误差小于5%。然而,对于受高应力作用的钢管,该模型高估了蠕变速率,误差超过30%。这种行为是由于在这种高应力水平下的大变形和模型无法捕捉纤维向管道纵向的重新排列,因此,捕捉刚度的增加。总体而言,仿真结果与实验数据的对比表明,在TP-FRPC结构设计中,只要变形相对较小且限制在一定的应变阈值内,所提出的方法可以作为一个可靠的模型来解释由二次蠕变引起的变形。可接受的模型预测,其校准的简单性,以及可同时考虑时间依赖性和各向异性特性的现有模型的局限性,进一步强调了所开发模型的价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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