Quasi-Static Flexural Properties of a Pultruded Glass Fiber/Unsaturated Polyester Square Pipe

Y. Imai, Gabriel Y. Fortin, Badin Pinpathomrat, K. Nishitani, A. Memon, Yuqiu Yang, A. Ohtani, H. Hamada
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Abstract

This paper explores quasi-static flexural properties and fracture behavior of a pultruded glass fiber/unsaturated polyester square pipe for automotive structural applications. Three-point flexural testing is performed in an Instron Universal Testing Machine with steel jigs supporting the top and bottom surfaces of the pipe. Acoustic emission (AE) measurements are recorded during flexural testing to evaluate initial fracture in the pipe structure. After final fracture, five cross-sections of the pipe are cut at 50-mm intervals along the longitudinal axis, with the first cut located at the mid-span of the pipe. Cross-sections of a pipe from an interrupted test where initial fracture is detected from the AE method are also prepared. Damage locations and behavior on each cross-section are observed. The flexural testing results show that the cumulative AE counts increase rapidly from 2.5 kN, that final failure occurs at a maximum load of approximately 13 kN, and that corresponding initial and final failure occurs in the two corner regions on the compressive side of flexural loading. Failure initiates by stress concentrations due to the upper jig on the top surface during bending. The cross-sectional observations also reveal clear deformation behavior of the pipe where failure is present, marked by inward bending of the top surface and upper corners located on the compressive side, near the jig. The locations of maximum stresses and deformations obtained from finite element analysis of this pipe structure are in very good agreement with the experimental observations.
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拉挤玻璃纤维/不饱和聚酯方管的准静态弯曲性能
本文探讨了汽车结构用拉挤玻璃纤维/不饱和聚酯方管的准静态弯曲性能和断裂行为。三点弯曲试验在Instron万能试验机上进行,钢夹具支撑管道的顶部和底部表面。在弯曲试验期间记录声发射(AE)测量值,以评估管道结构的初始断裂。最终断裂后,沿纵轴以50 mm的间隔切割管道的五个横截面,第一个切口位于管道的中跨处。还准备了通过AE方法检测到初始断裂的中断试验的管道横截面。观察每个横截面上的损伤位置和行为。弯曲试验结果表明,累积AE计数从2.5kN迅速增加,最终失效发生在约13kN的最大载荷下,相应的初始和最终失效发生于弯曲载荷压缩侧的两个角部区域。在弯曲过程中,由于顶部表面上的上部夹具导致应力集中,从而引发故障。横截面观察还揭示了存在故障的管道的明显变形行为,其特征是夹具附近压缩侧的上表面和上角向内弯曲。从该管道结构的有限元分析中获得的最大应力和变形的位置与实验观察结果非常一致。
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