复合材料科学与工程 ›› 2015, Vol. 0 ›› Issue (10): 53-57.

• 应用研究 • 上一篇    下一篇

格构腹板式界面增强泡桐木夹芯复合材料梁的弯曲性能试验

吴中元, 方海*, 刘伟庆, 祝露   

  1. 南京工业大学土木工程学院,江苏南京 211816
  • 收稿日期:2015-04-28 出版日期:2015-10-28 发布日期:2021-09-14
  • 通讯作者: 方海(1981-),男,博士,副教授,主要从事复合材料结构研究。
  • 作者简介:吴中元(1989-),男,硕士生,主要从事复合材料结构研究。
  • 基金资助:
    国家自然科学基金重点项目(51238003);江苏省自然科学基金(BK2012826);江苏省六大人才高峰项目(2013-JZ006)

EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF PAULOWNIA WOODEN CORE SANDWICH COMPOSITE BEAM REINFORCED WITH LATTICE WEB

WU Zhong-yuan, FANG Hai*, LIU Wei-qing, ZHU Lu   

  1. College of Civil Engineering, Nanjing University of Technology, Nanjing 211816, China
  • Received:2015-04-28 Online:2015-10-28 Published:2021-09-14

摘要: 复合材料及其夹层结构具有轻质高强、耐腐蚀、节能保温等特点,以玻璃纤维增强复合材料作为面层和格构腹板,以泡桐木为芯材,采用真空导入成型工艺,制备出格构腹板式界面增加泡桐木夹芯复合材料梁。在保持试件总尺寸不变条件下,对木梁、无格构木芯梁、格构木芯梁进行了平面、侧面四点受弯性能试验研究对比。得出如下结论:同一种构造试件平面受压时所受的极限承载力和刚度比侧面受压时所受的极限承载力和刚度高;无格构木芯梁、格构木芯梁试件所受的极限承载力和刚度比木梁试件所受的极限承载力和刚度有明显的提高;格构木芯梁试件所受的极限承载力和刚度比无格构木芯梁试件所受的极限承载力和刚度有一定的提高。

关键词: 复合材料, 格构腹板, 受弯性能, 木芯梁

Abstract: Composite and its sandwich structures are featured in high strength, corrosion resistance, energy-saving, insulation and heat preservation, etc. The paper tries to forge a lattice plate interface plus paulownia wood core composite beam by taking glass fiber reinforced composite as the surface layer and the lattice plate, by using paulownia wood as the core material and by adopting the molding process of vacuum infusion. It makes an experimental comparative study between the four-point (on planes and flanks) flexural property of wood beam and that of the non-lattice wood core beam and lattice wood core beam under the condition that total sizes of the test items remain unchanged. The paper has come out with the conclusion that: when a same test item is under pressure, the ultimate bearing capacity and rigidity of the plane are higher than those of the flank; the ultimate bearing capacity and rigidity of non-lattice wood core beam and lattice wood core beam test items are higher than those of wood beam test items; the ultimate bearing capacity and rigidity of lattice wood core beam test items are higher than those of non-lattice wood core beam test items.

Key words: composites, lattice web, flexural behavior, wooden core beam

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