首页|期刊导航|复合材料科学与工程|多腔拉挤型材夹芯复合材料板受弯试验与理论分析

多腔拉挤型材夹芯复合材料板受弯试验与理论分析OA

Flexural test and theoretical analysis of multi cavity pultruded profile sandwich composite panel

中文摘要英文摘要

本文提出了一种新型多腔拉挤型材夹芯复合材料板,该夹芯板由纤维增强复合材料面板、腹板及拉挤型材芯材组成.通过四点弯曲试验研究了多腔拉挤型材夹芯复合材料板的受弯性能,试验结果表明,多腔拉挤型材夹芯复合材料板的破坏模式基本为芯材剪切和面板受压.极限承载力随着纤维铺层数的增加而增大,增加芯材纤维铺层最大可提升 20.32%的极限承载力,增加整体面板纤维铺层最大可提升 28.04%的极限承载力.增大多腔拉挤型材夹芯复合材料板的高宽比,极限承载力最大可提高 40.46%.多腔拉挤型材夹芯复合材料板的极限承载力是泡沫夹芯复合材料板的 204.90%,比强度和比刚度也高于泡沫夹芯复合材料板.此外,采用经典夹芯板理论计算所得多腔拉挤型材夹芯复合材料板的理论等效抗弯刚度值,与试验结果吻合较好.

This paper presents a novel multi-cavity pultruded profile sandwich composite panel with a pultruded profile core and fiber-reinforced web panels and webs.The bending performance of the multi-cavity pultruded profile sandwich composite panel was investigated using four-point bending tests.The test results showed that the multi-cavi-ty pultruded profile sandwich composite panels exhibited core shear and panel compression damage.The ultimate load-carrying capacity increases with the increase of the number of fiber layers,and the increase of the core fiber layer can improve the maximum ultimate load carrying capacity of 20.32%,and the increase of the overall panel fiber layer can improve the maximum ultimate load carrying capacity of 28.04%.Increasing the aspect ratio of pultruded profile sand-wich composite panels increases the ultimate load carrying capacity by a maximum of 40.46%.The ultimate bearing capacity of multi-cavity pultruded profile sandwich composite panel is 204.90%of that of foam sandwich composite panel,and the specific strength and specific stiffness are also higher than those of foam sandwich composite panel.In addition,the theoretical equivalent flexural stiffness values of the pultruded profile sandwich composite panels were calculated using the classical sandwich theory,which were in good agreement with the test results.

韩娟;陈忱;方海

江苏开放大学 建筑工程学院,南京 210036南京工业大学 土木工程学院,南京 211816南京工业大学 土木工程学院,南京 211816

通用工业技术

拉挤型材弯曲性能纤维增强复合材料

pultruded profilesbending performancefiber-reinforced composites

《复合材料科学与工程》 2026 (8)

11-18,8

国家自然科学基金(52378241)南京市建设行业科技计划项目(Ks2335)

10.19936/j.cnki.2096-8000.20260828.002

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