层合板厚度和缠绕角度对热塑性复合管内压能力的影响

H. Xia, C. Shi, Jian Wang, Xingxian Bao, H. Li, G. Fu
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引用次数: 1

摘要

热塑性复合材料管道(tcp)由于其优异的性能,包括耐腐蚀、隔热、重量轻等,在石油和天然气工业中越来越多地用于输送碳氢化合物和水。tcp的截面一般由三层组成:内胆、复合层压板和外护套。三层粘合在一起,形成一个实心墙结构。由热塑性聚合物制成的内胆和外护套为层压板对内部流体和外部环境提供了保护屏障。层压板由偶数条螺旋损伤的连续纤维增强热塑性复合带构成。采用有限元分析和解析方法研究了内压作用下TCP的力学行为。基于三维各向异性弹性理论的分析方法可以考虑管壁厚度不均匀分布的应力和应变。利用ABAQUS软件建立有限元模型,对管道的应力分布进行预测。采用三维Tsai-Wu破坏准则预测管道的最大内压。研究了复合胶带缠绕角、加筋层数等关键参数对复合胶带内压能力的影响。结果表明,随着加固层数的增加,混凝土的内压能力逐渐增大,并趋于极值。此外,产生最大内压的最佳缠绕角不是一个恒定值,而是随着层厚的增加而变化。本研究为tcp的设计和分析提供了有用的工具和指导,目前正在通过实验进行验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of Thickness and Winding Angle of the Laminate on Internal Pressure Capacity of Thermoplastic Composite Pipes
Thermoplastic composite pipes (TCPs) are increasingly used to transport hydrocarbons and water in the oil and gas industry due to their superior properties including corrosion resistance, thermal insulation, light weight, etc. The cross-section of TCPs generally consists of three layers: inner liner, composite laminate, and outer jacket. Three layers are bonded together and form a solid-wall construction. Inner liner and outer jacket made of thermoplastic polymer provide protective barriers for the laminate to against the inner fluid and outer environment. The laminate is constructed by an even number of helically wounded continuous fiber reinforced thermoplastic composite tapes. In this study, mechanical behaviors of a TCP under an internal pressure were investigated by using analytical and finite element analysis (FEA) methods. The analytical method which is based on the three-dimensional (3D) anisotropy elastic theory can take account of non-uniformly distributed stress and strain through the thickness of the pipe wall. FEA models were setup by using the software ABAQUS to predict the stress distribution of the pipe. 3D Tsai-Wu failure criterion was used to predict the maximum internal pressure of the pipe. Effects of some critical parameters, such as the winding angle of composite tapes and the number of reinforced plies, on the internal pressure capacity of TCPs were studied. Results obtained from the analytical and FEA methods were fairly agreed with each other, which showed that with the increasing of the number of reinforced plies the internal pressure capacity of a TCP gradually increases and approaches to an extreme value. In addition, the optimal winding angle which results the maximum internal pressure is not a constant value, instead, it varies with the increasing thickness of the laminate layer. This study provides useful tools and guidance for the design and analysis of TCPs, and is currently under validation through experiments.
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