Mechanical Analysis of Fiber Glass Reinforced Bonded Flexible Pipe Under External Pressure

Xiaojie Zhang, Yong Bai, Chang Liu, Z. Wang, Jiannan Zhao
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Abstract

Fiber glass reinforced bonded flexible pipe (FGRFP) is one kind of new type composite pipe. However, the mechanical properties of FGRFP are not so clearly at present. Therefore, this article aims at studying the buckling pressure of FGRFP under external pressure by using external pressure test, numerical method and finite element method. Three kinds of buckling pressure have been obtained by using three methods as aforesaid. According to compare the buckling pressure of three methods, the relative error of the numerical method and the finite element method relative to external pressure test ranges from 4.09% to 14.51%. According to the result of finite element method, the first layer’s stress at the topside of FGRFP’s cross section and the final layer’s stress at the horizontal position of FGRFP’s cross section is the max stress. The numerical method and finite element method came up with in this article can be used to analyze the buckling pressure of FGRFP. These methods can also provide a guidance to pipeline engineers to design and production of FGRFP.
外压作用下玻璃钢粘接柔性管的力学分析
玻璃纤维增强粘接柔性管(FGRFP)是一种新型复合管材。然而,目前对FGRFP的力学性能还不是很清楚。因此,本文旨在通过外压试验、数值法和有限元法研究外压作用下FGRFP的屈曲压力。采用上述三种方法得到了三种不同的屈曲压力。通过对比三种方法的屈曲压力,数值方法与有限元方法相对于外压试验的相对误差在4.09% ~ 14.51%之间。根据有限元计算结果,FGRFP截面顶部的第一层应力和FGRFP截面水平位置的最后一层应力为最大应力。本文提出的数值方法和有限元方法可用于FGRFP的屈曲压力分析。这些方法也可以为管道工程师设计和生产FGRFP提供指导。
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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