欢迎登录材料期刊网

材料期刊网

高级检索

本文作者采用细观力学阻尼理论,分析SMA纤维和普通纤维混杂的单向单层材料的阻尼性能,给出材料在6个方向上的阻尼性能计算公式,通过数值算例讨论NiTi的阻尼混杂效应.

参考文献

[1] Rogers C A, Robertshaw H H. Development of a novel smart material [A]. ASME Paper 88-WA/DE-9 [C]. New York: ASME, 1988.121-126.
[2] Rogers C A,Liang C, Jia J. Structural modification of simply supported laminated plates using embedded shape memory alloy fibers [J]. Computers & Structures,1991,38(5~6): 569-580.
[3] 王益槐,任勇生,赵子龙,等.用于振动、冲击和噪声控制的SMA智能复合材料结构 [J].力学与实践,1999,21(2):1-13.
[4] Hashin Z. Complex moduli of viscoelastic composites,Ⅱ. fiber reinforced materials [J]. Int J Solid Structures,1970,6:797-807.
[5] Schultz A B, Tsai S W. The dynamic modulus and damping ratio of fibre reinforced composites [J]. J Comp Mater, 1968,2:368-379.
[6] Schultz A B, Tsai S W. Measurement of complex dynamic moduli for laminated fibre-reinforced composites [J]. J Comp Mater, 1969,3:434-440.
[7] Adams R D, Bacon D G C. Effect of fiber orientation and laminate geometry on the dynamic properties of CFRP [J]. J Comp Mater, 1973,7(4):402-428.
[8] Ni R G, Adams R D. The damping and dynamic moduli of symmetric laminated composite beams - theoretical and experimental results [J]. J Comp Mater, 1984,18:104-121.
[9] Saravanos D A, Chamis C C. Unified micromechanics of damping for unidirectional and off-axis fiber composites [J]. J Composites Technology & Research. JCTRER, 1990,12(1):13-40.
[10] Chamis C C. Simplified composite micromechanics equations for hygral thermal and mechanical properties [R]. NASA TM 83320,1983.
[11] Chamis C C, Sinclair J H. Prediction of properties of intraply hybrid composites [A]. The Proc 34th Annual Conf on SPI Reinforced Plastic/Composites Institute [C]. New Orleans, LA,1979.
[12] Kaufman L S A, Kulin S A, Neshe P, et al. Internal vibration absorption in potential structural materials [A]. Shape memory effect in alloys [C]. J Perkins, ed.New York:Plenum Press,1975,547-561.
[13] 王吉军, 马孝江, 崔立山, 等. NiTi形状记忆合金的动力阻尼特性的研究 [J].大连理工大学学报,1996,36(2):189-192.
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%