基于内压能力的热塑性复合管抗侧向冲击性能数值评价

Jian Wang, C. Shi, G. Fu, Zengkai Liu, Xingxian Bao, H. Li
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引用次数: 2

摘要

海底管道容易被船舶或海上平台的坠落物破坏,造成经济损失和污染。凹痕尺寸是评价碳钢管抗冲击性能的常用指标。热塑性复合材料管道(tcp)由于具有耐腐蚀、保温、安装速度快等优良性能,越来越多地被用作海底管道。TCP由热塑性树脂制成,并由连续纤维增强。由于碳纤维和玻璃纤维的脆性,凹坑的尺寸不适合评价TCP的抗冲击性。在本工作中,提出了一种使用内压能力作为评价TCP抗侧向冲击性能指标的方法。首先,评估了完整TCP的内压能力。其次,通过使用刚性球对完整的TCP施加侧向压缩力,进行准静态模拟,直到加固层中的一层复合材料失效。准静态模拟提供了导致TCP开始损坏的最小能量的初步估计。第三,采用刚性球撞击TCP进行了冲击模拟,评估了受损TCP的内压能力。最后,将受损管道的内压能力与完好管道的内压能力进行比较,作为评价TCP抗侧冲性能的指标。本研究以内径为150 mm的玻璃纤维增强聚乙烯(PE)管材为例,采用ABAQUS软件进行建模。提出了一种计算浅水中落物冲击能的理论方法。本文研究的实例表明,模拟TCP的强度不足以承受坠物的横向冲击,如果用作海底管道,则应埋在海床下一定深度。
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Numerical Evaluation on Lateral Impact Resistance of Thermoplastic Composite Pipes in Terms of Internal Pressure Capacity
Subsea pipelines are prone to be damaged by the falling objects from ships or offshore platforms, which may result in economic losses and pollution. The dimensions of dent were commonly used to evaluate the impact resistance of pipes made from carbon steel. Thermoplastic composite pipes (TCPs), due to their superior properties including corrosion resistance, thermal insulation, fast installation, etc., are increasingly used as the subsea pipelines. The TCP is made from thermoplastic resins and reinforced by continuous fibers. Because of the brittle nature of carbon fibers and glass fibers, the dimensions of dent are not suitable for assessment of impact resistance of a TCP. In the present work, a procedure was proposed using the internal pressure capacity as an indicator to evaluate the lateral impact resistance of a TCP. First, the internal pressure capacity of an intact TCP was evaluated. Second, a quasi-static simulation was conducted by applying a lateral compression force on the intact TCP using a rigid ball, until one of the composite plies in the reinforcement layer failed. The quasi-static simulation provided an initial estimate of the minimum energy that causes the start of damage of the TCP. Third, the impact simulations were performed by using a rigid ball hitting the TCP and, then, the internal pressure capacity of the damaged TCP was evaluated. Finally, the internal pressure capacity of the damaged pipe, compared with that of the intact pipe, was used as an indicator to evaluate the lateral impact resistance of the TCP. In this study, a glass-fiber reinforced polyethylene (PE) pipe of an inner diameter of 150 mm was modeled by ABAQUS to illustrate the procedure. A theoretical method was proposed to calculate the impact energy of a dropped object in a shallow water. The example studied in the present work showed that the modeled TCP was not strong enough to survive the lateral impact caused by the dropped object and should be buried to a certain depth beneath the seabed if used as a subsea pipeline.
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