纤维增强复材混合芯层夹芯板受弯性能试验研究

罗熠民; 郑毅; 李荣

doi:10.13204/j.gyjz202003029

纤维增强复材混合芯层夹芯板受弯性能试验研究

doi: 10.13204/j.gyjz202003029

罗熠民¹,
郑毅^2, ,,
李荣¹

1. 中冶建筑研究总院有限公司, 北京 100088;
2. 中国京冶工程技术有限公司, 北京 100088

基金项目:

中冶建筑研究总院重大课题（JAA2018kj01）。

详细信息

作者简介:
罗熠民,男,1996年出生,硕士研究生。

计量
- 文章访问数: 47
- HTML全文浏览量: 2
- PDF下载量: 2
- 被引次数: 0
出版历程
- 收稿日期: 2019-09-02

EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF FRP SANDWICH PANELS WITH HYBRID CORE

LUO Yimin¹,
ZHENG Yi^{2
, ,},
LI Rong¹

1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;
2. China Jingye Engineering Co., Ltd., Beijing 100088, China

摘要

摘要: 纤维增强复材（FRP）夹芯体系具有质量轻、强度高、使用寿命长的优点，可使用混合芯层体系来制造性能更优的夹芯复合材料。采用真空辅助成型工艺，制备了腹板-酚醛泡沫混合芯层的纤维增强复材夹芯板玻璃纤维（GFRP）。对3种不同芯层配置的试件开展四点弯曲试验，研究纤维增强复材夹芯板的弯曲性能和破坏模式。试验结果表明：试件的破坏模式可分为腹板与面层剥离破坏和腹板屈曲破坏；增加中部纵向腹板能提高板件的抗弯承载力；增加横向腹板能降低板件的损坏程度。采用铁木辛柯梁理论，考虑弯曲和剪切变形的共同影响，分析了板的跨中挠度；考虑混合芯层中组成成分对剪切性能的贡献，预测了板件的极限承载力，两者的理论计算值与实测值均吻合较好。
- 纤维增强复材夹芯板 /
- 腹板-泡沫混合芯层 /
- 受弯性能 /
- 跨中挠度 /
- 承载力
Abstract: Fiber-reinforced polymer (FRP) composite sandwich systems has the advantages of light weight, high strength, and long service life. Hybrid core systems were used to manufacture sandwich composites with higher performance. FRP composite sandwich panels with GFRP web-phenolic foam core systems were manufactured by vacuum-assisted molding process. Four-point bending tests were performed on three specimens with different core layers to study the bending properties and failure modes of FRP composite sandwich panels. The test results showed that the failure mode was shear failure, which was manifested in the form of peeling failure of web and surface layer, and buckling failure of web. Increasing the longitudinal web in the middle could significantly improve the bending capacity of the panel; increasing the transverse web could significantly control the damage degree of the panel. Using Timoshenko beam theory, considering the combined effects of bending and shear deformation, the mid-span deflection was analyzed; considering the contribution of the components in the hybrid core layer to the shear capacity, the ultimate bearing capacity was predicted, and the values agreed well with the measured values.
- FRP sandwich panels /
- web-foam hybrid core /
- flexural beharior /
- mid-span displacement /
- bearing capacity

HTML全文

参考文献(13)

冯鹏.复合材料在土木工程中的发展与应用[J].玻璃钢/复合材料,2014(9):99-104.

张其林,赵宇超,姜旭,等.全玻璃纤维复材自由曲面外立面建筑的结构设计[J].工业建筑,2019,49(9):178-183.

MANALO A, ARAVINTHAN T, FAM A, et al. State-of-the-Art Review on FRP Sandwich Systems for Lightweight Civil Infrastructure[J]. Journal of Composites for Construction, 2017, 21(1):04016068.

SHARAF T, SHAWKAT W, FAM A. Structural Performance of Sandwich Wall Panels with Different Foam Core Densities in One-Way Bending[J]. Journal of Composite Materials, 2010, 44(19):2249-2263.

TUWAIR H, HOPKINS M, VOLZ J, et al. Evaluation of Sandwich Panels with Various Polyurethane Foam-Cores and Ribs[J]. Composites Part B:Engineering, 2015(79):262-276.

LIU W, ZHANG F, WANG L, et al. Flexural Performance of Sandwich Beams with Lattice Ribs and a Functionally Multilayered Foam Core[J]. Composite Structures, 2016(152):704-711.

邱红利, 李荣. 复材网格箍筋混凝土梁受剪性能试验研究[J]. 工业建筑, 2019, 49(3):42-45

,62.

陈佳醒,方志,蒋正文.纤维增强复材筋活性粉末混凝土单向板受弯性能试验研究[J].工业建筑,2019,49(9):70-74

,39.

王跃,方海,刘伟庆,等.格构腹板增强泡桐木夹芯复材板的弯曲性能试验[J].工业建筑,2017,47(8):170-174

,48.

WANG L, LIU W, WAN L, et al. Mechanical Performance of Foam-Filled Lattice Composite Panels in Four-Point Bending:Experimental Investigation and Analytical Modeling[J]. Composites Part B:Engineering, 2014(67):270-279.

FAM A, SHARAF T. Flexural Performance of Sandwich Panels Comprising Polyurethane Core and GFRP Skins and Ribs of Various Configurations[J]. Composite Structures, 2010, 92(12):2927-2935.

中华人民共和国国家质量监督检验检疫总局.树脂浇铸体性能试验方法:GB/T 2567-2008[S].北京:中国标准出版社,2008.

中华人民共和国国家质量监督检验检疫总局.纤维增强塑料弯曲性能试验方法:GB/T 1449-2005[S].北京:中国标准出版社,2005.

施引文献

资源附件(0)

访问统计