欢迎登录材料期刊网

材料期刊网

高级检索

主要开展了FRP弯角夹芯板弯曲试验,在悬臂梁试验中,改变玻璃纤维面层层数和面层角度两个变量,观察FRP弯角夹芯板发生的破坏状态.试验结果表明,FRP弯角夹芯板在不同面层层数和面层角度条件下,破坏都发生在固定端和拐角处;FPR能够有效地提高弯角板的刚度和强度.分别测量FRP弯角夹芯板在发生破坏时承载力、位移和应变的变化趋势,试验结果表明,增大面层层数或采用面层角度为90/90,都可以提高FRP弯角夹芯板的刚度和强度.

参考文献

[1] E.Reissner .On bending of elastic plates[J].Quarterly of Applied Mathematics,1947,5(01):55-68.
[2] 中国科学院力学研究所.夹层板壳的弯曲、稳定和振动[M].北京:中国科学技术出版社,1977
[3] J R Vinson.The behavior of sandwich structures of isotropic and composite materials[M].Lanchaster:Techonomic Publishing Company,1989
[4] Y. Frostig .Classical and high-order computational models in the analysis of modern sandwich panels[J].Composites, Part A. Applied science and manufacturing,2003(1):83-100.
[5] Y.Frostig;M.Baruch .High-order buckling analysis of sandwich beams with transversely flexible core[J].Journal of Enginerring Mechanics,1993,119(03):476-495.
[6] Y.Frostig;M.Baruch;O.Vilnay et al.Though-order theory for sandwich-beambehavior with transversely flexible core[J].Journal of Engineering Mechanics,1992,118(05):1026-1043.
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%