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Discussion

Discussion: “Vibration Analysis of Composite Beams With End Effects Via the Formal Asymptotic Method” (Kim, J.-S., and Wang, K. W., 2010, ASME J. Vib. Acoust., 132(4), p. 041003)

[+] Author and Article Information
Ravi Kumar Kovvali

Daniel Guggenheim School of Aerospace Engineering,
Georgia Institute of Technology,
281 Ferst Drive NW,
Atlanta, GA 30332-0001
e-mail: ravikovvali@gatech.edu

Dewey H. Hodges

Daniel Guggenheim School of Aerospace Engineering,
Georgia Institute of Technology,
281 Ferst Drive NW,
Atlanta, GA 30332-0001

Wenbin Yu

School of Aeronautics and Astronautics,
Purdue University,
701 West Stadium Avenue,
West Lafayette, IN 47907

Jun-Sik Kim

Kumoh National Institute of Technology,
61 Daehak-ro, 243 Techno Building,
Gumi, Gyeongbuk 730-701, South Korea

Kon-Well Wang

Department of Mechanical Engineering,
University of Michigan,
2350 Hayward St., 2236 GG Brown Building,
Ann Arbor, MI 48109-2125

1Corresponding author.

Contributed by the Design Engineering Division of ASME for publication in the JOURNAL OF VIBRATION AND ACOUSTICS. Manuscript received October 16, 2013; final manuscript received November 19, 2013; published online December 18, 2013. Editor: Noel C. Perkins.

J. Vib. Acoust 136(2), 025501 (Dec 18, 2013) (2 pages) Paper No: VIB-13-1368; doi: 10.1115/1.4026139 History: Received October 16, 2013; Revised November 19, 2013

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References

Kim, J.-S., and Wang, K. W., 2010, “Vibration Analysis of Composite Beams With End Effects Via the Formal Asymptotic Method,” ASME J. Vib. Acoust., 132(4), p. 041003. [CrossRef]
Yu, W., Hodges, D. H., Volovoi, V. V., and Cesnik, C. E. S., 2002, “On Timoshenko-Like Modeling of Initially Curved and Twisted Composite Beams,” Int. J. Solids Struct., 39(19), pp. 5101–5121. [CrossRef]
Yu, W., Hodges, D. H., and Ho, J. C., 2012, “Variational Asymptotic Beam Sectional Analysis—An Updated Version,” Int. J. Eng. Sci., 59, pp. 40–64. [CrossRef]

Figures

Grahic Jump Location
Fig. 1

Normalized first eigenvalues of a CUS box beam with varying length-to-height ratios (Fig. 6 in [1])

Grahic Jump Location
Fig. 2

Normalized second eigenvalues of a CUS box beam with varying length-to-height ratios (Fig. 7 in [1])

Grahic Jump Location
Fig. 3

Normalized first mode shapes of a CUS box beam, S = 60: (a) u3 and (b) u2; •: 3D FEM, – –: FAMBA-zeroth, –: FAMBA-second, and – · –: VABS (Fig. 8 in [1])

Grahic Jump Location
Fig. 4

Normalized second mode shapes of a CUS box beam, S = 60: (a) u3 and (b) u2; •: 3D FEM, – –: FAMBA-zeroth, –: FAMBA-second, and – · –: VABS (Fig. 9 in [1])

Grahic Jump Location
Fig. 5

Normalized eighth mode shapes of a CUS box beam, S = 60: (a) u3 and (b) u2; •: 3D FEM, – –: FAMBA-zeroth, –: FAMBA-second, and – · –: VABS (Fig. 10 in [1])

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