欢迎登录材料期刊网

材料期刊网

高级检索

采用手工引导纤维束缠绕加高强纱绑束的成型工艺制备了截面形状为三角形的玻璃纤维/环氧全复合材料桁架.研究了芯模的设计与制造、缠绕与绑束操作、固化与脱模工艺,测试了由该工艺制得的复合材料桁架肋条的直径、纤维体积含量和拉伸强度、模量.以三点弯曲的加载方式测试了所制得的超轻质复合材料桁架的弯曲性能.结果表明,用手工引导纤维束缠绕加高强纱绑束的成型工艺制得的全复合材料桁架肋条的直径平均偏差为5.8%,纤维体积含量为64%,其拉伸强度和模量分别为747.5 MPa和48.56 GPa,与模压工艺制得的单向复合材料相比分别提高了9%和15%.该超轻质(线密度≤1.0 kg/m)复合材料桁架整体抗弯载能力突出(失稳载荷达到2000 N),具有良好的结构刚度.

参考文献

[1] 范华林,孟凡颢,杨卫.碳纤维格栅结构力学性能研究[J].工程力学-2007,24(5):42-46.Fan Hualin,Meng Fanhao,Yang Wei.Structural mechanics of Iattice grids reinforced by carbon fibers[J].Engineering Mechanics,2007,24(5):42-46.
[2] Darooka D K,Jensen D W.Advanced space structure concepts and their development,AIAA-2001-1257[R].Washington:AIAA,2001.
[3] 冼杏娟,李端义.复合材料破坏分析及微观图谱[M].北京:科学出版社,1993:1.
[4] 夏英伟,沃西源,徐曼琼,蔺书田.先进复合材料桁架接头的研制与试验[J].航天返回与遥感,2004.25(4):49-54.Xia Yingwei,Wo Xiyuan,Xu Manqiong,Lin Shutian.Manufacture and experimentation of advanced composite material truss-joint[J].Spacecraft Recovery and Remote Sensing,2004,25(4):49-54.
[5] 郑百林,张士元,贺鹏飞,居建国,孙玉蓉.卫星桁架复合材料多连通接头性能的测试与分析[J].复合材料学报,2005,22(6):172-177.Zheng Bailin,Zhang Shiyuan,He Pengfei,Ju Jianguo,Sun Yurong.Experiments and analyses for carbon fiber reinforced composite multi-joints of the satellite antenna truss[J].Acta Materiae Compositae Sinica,2005,22(6):172-177.
[6] 范华林,杨卫,方岱宁,庄茁,陈祥宝,邢丽英,李斌太,蒋诗才.新型碳纤维点阵复合材料技术研究[J].航空材料学报,2007,27(1):46-50.Fan Hualin,Yang Wei,Fang Daining,Zhuang Zhuo,Chen Xiangbao,Xing Liying,Li Bintai,Jiang Shicai.Interlacing technique for new carbon fiber lattice materials[J].Journal of Aeronautical Materials,2007,27(1):46-50.
[7] 邵劲松,刘伟庆,蒋桐.民用工业中复合材料桁架的应用和发展[J].玻璃钢/复合材料,2006(5):35-39.Shao Jinsong,Liu Weiqing,Jiang Tong.Application and development of composite trusses in civil industry[J].Fiber Reinforced Plastic/Composites,2006(5):35-39.
[8] Jarvis D.Development of a rectangular Iso Truss for reinforced concrete beams[D].Utah:Brigham Young University,2001.
[9] MeCune D T.Manufacturing quality of carbon/epoxy Iso Truss reinforced concrete structures[D].Utah:Brigham Young University,2005.
[10] Ferrell M J.Flexural behavior of carbon/epoxy Iso Truss reinforced concrete beam-columns[D].Utah:Brigham Young University,2005.
[11] Richardson S.In-situ testing of a carbon/epoxy Iso Truss reinforced concrete foundation pile[D].Utah:Brigham Young University,2006.
[12] Carroll T S.Predicted residual strength of damaged Iso Truss structures[D].Utah:Brigham Young University,2006.
[13] 范华林,杨卫.轻质高强点阵材料及其力学性能研究进展[J].力学进展,2007,37(1):99-112.Fan Hualin,Yang Wei.Development of lattice materials with high specific stiffness and strength[J].Advances in Mechanics,2007,37(1):99-112.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%