欢迎登录材料期刊网

材料期刊网

高级检索

It is known that fiber metal laminates (FML) as one of hybrid materials with thin metal sheets and fiber/epoxy layers have the characteristics of the excellent damage tolerance, fatigue and impact properties with a relatively low density. Therefore, the mechanical components using FML can contribute the enhanced safety level of the sound construction toward the whole body. In this study, the impact performance of carbon reinforced aluminum laminates (CARAL) is investigated by experiments and numerical simulations. Drop weight tests are carried out with the weight of 4.7 kg at the speed of 1 and 2 m/s, respectively. Dynamic non-linear transient analyses are also accomplished using a finite element analysis software, ABAQUS. The experiment results and numerical results are compared with impact load-time histories. Also, energy-time histories are applied to investigate the impact performance of CARAL.

参考文献

[1]
[2] A. Vlot and L.B. Vogelsang: J. Mater. Proc. Technol, 2000, 103, 1.
[2] E.C. Botelho, R.S. Almeida, L.C. Pardini and M.C. Rezende: Int. J. Eng. Sci, 2007, 45, 163.
[3] G. Reyes and H. Kang: J. Mater. Proc. Technol, 2007, 186, 284.
[4]A. Vlot and J.W. Gunnink: Fiber Metal Laminates, 2001.
[5] W. Gu, H.F. Wu, S.L. Kampe and G.Q. Lu: Mater. Sci. Eng, 2000, 277, 237.
[6] A. Soprano, A. Apicella, L. D'Antonio and F. Schet-tino: Int. J. Fatigue, 1996, 18, 265.
[7]E.C. Botelho, R.A. Silva, L.C. Pardini and M.C. Rezende: Mater. Res., 2006, 9, 247.
[8]ASTM, D5628-96, 2001.
[9] Z. Hashin and A. Rotem: J. Comp. Mater, 1973, 7, 448.
[10] Z. Hashin: J. Appl. Mech, 1980, 47, 329.
[11]ABAQUS Analysis User0s Manual Version 6.7, ABAQUS INC.,
[12]H.J. Son, J.H. Kwon, J.H. Choi, J.R. Cho and S.R. Cho: in Structural Engineering and Applications (2)-Proc. KSAS Fall Conference, ed. I. Lee et al., Busan, Korea, 2006, 273.
[13] V. Tita, J. Carvalho and D. Vandepitte: Composite Structures, 2008, 83, 413.
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%