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Published in: Acta Mechanica 7/2023

22-03-2023 | Original Paper

Free and forced vibration modelling of a delaminated beam structure using a Green’s function method

Authors: Xuan Li, Dunant Halim

Published in: Acta Mechanica | Issue 7/2023

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Abstract

This work proposes an analytical modelling method for free and forced vibration analyses of a delaminated beam structure based on the Green’s function method, which considers the connection among sub-beams to generate a general model of a beam with different delaminations. This analytical modelling allows the investigation on the dynamic response of a delaminated beam under frequency-varying excitations. Two models have been developed, the ‘free mode’ and ‘constrained mode’ models, for simulating the dynamic response of a delaminated beam with its solution obtained from utilizing the Green’s functions on multiple segments of the beam structure. The accuracy of the proposed models is verified by comparisons of results from the finite element models and the previous works that utilized the classical beam theory, demonstrating consistent dynamic characteristics of a delaminated beam structure. It is found that the delamination location has dominant influences on the deformation of the beam and its natural frequencies, compared to the delamination size and depth, with the higher frequency excitation generally has more influences on beam deformation compared to the low frequency excitation for a particular delamination configuration. The results demonstrated the effectiveness of the proposed modelling method for free and forced vibration analyses of a beam with delamination.
Literature
1.
go back to reference Tracy, J.J., Pardoen, G.C.: Effect of delamination on the fiexural stiffness of composite laminates. Thin-Walled Struct. 6, 371–383 (1988)CrossRef Tracy, J.J., Pardoen, G.C.: Effect of delamination on the fiexural stiffness of composite laminates. Thin-Walled Struct. 6, 371–383 (1988)CrossRef
2.
go back to reference Grady J.E., Meyn E.H.: Vibration testing of impact-damaged composite lainates. NASA Tech. Memorandum, 1989: p. 1–7. Grady J.E., Meyn E.H.: Vibration testing of impact-damaged composite lainates. NASA Tech. Memorandum, 1989: p. 1–7.
3.
go back to reference Saravanos, D.A., Hopkins, D.A.: Effects of delaminations on the damped dynamic characteristics of composite laminates: mechanics and experiments. NASA Tech. Memorandum, 1995: p. 1–34. Saravanos, D.A., Hopkins, D.A.: Effects of delaminations on the damped dynamic characteristics of composite laminates: mechanics and experiments. NASA Tech. Memorandum, 1995: p. 1–34.
4.
go back to reference Wang, J.T.S., Liu, Y.Y., Gibby, J.A.: Vibrations of split beams. J. Sound Vib. 84(4), 491–502 (1982)CrossRefMATH Wang, J.T.S., Liu, Y.Y., Gibby, J.A.: Vibrations of split beams. J. Sound Vib. 84(4), 491–502 (1982)CrossRefMATH
5.
go back to reference Mujumdar, P.M., Suryanarayan, S.: Flexural vibrations of beams with delaminations. J. Sound Vib. 125(3), 441–461 (1988)CrossRefMATH Mujumdar, P.M., Suryanarayan, S.: Flexural vibrations of beams with delaminations. J. Sound Vib. 125(3), 441–461 (1988)CrossRefMATH
6.
go back to reference Luo, H., Hanagud, S.: Dynamics of delaminated beams. Int. J. Solids Struct. 37(10), 1501–1519 (2000)CrossRefMATH Luo, H., Hanagud, S.: Dynamics of delaminated beams. Int. J. Solids Struct. 37(10), 1501–1519 (2000)CrossRefMATH
7.
go back to reference Torabi, K., Shariati-Nia, M., Heidari-Rarani, M.: Experimental and theoretical investigation on transverse vibration of delaminated cross-ply composite beams. Int. J. Mech. Sci. 115–116, 1–11 (2016)CrossRef Torabi, K., Shariati-Nia, M., Heidari-Rarani, M.: Experimental and theoretical investigation on transverse vibration of delaminated cross-ply composite beams. Int. J. Mech. Sci. 115–116, 1–11 (2016)CrossRef
8.
go back to reference Della, C.N., Shu, D.: Vibration of delaminated composite laminates: a review. Appl. Mech. Rev. 60(1), 1–20 (2007)CrossRef Della, C.N., Shu, D.: Vibration of delaminated composite laminates: a review. Appl. Mech. Rev. 60(1), 1–20 (2007)CrossRef
9.
go back to reference Jafari-Talookolaei, R.A., Abedi, M., Hajianmaleki, M.: Vibration characteristics of generally laminated composite curved beams with single through-the-width delamination. Compos. Struct. 138, 172–183 (2016)CrossRef Jafari-Talookolaei, R.A., Abedi, M., Hajianmaleki, M.: Vibration characteristics of generally laminated composite curved beams with single through-the-width delamination. Compos. Struct. 138, 172–183 (2016)CrossRef
10.
go back to reference Shu, D.: Vibration of sandwich beams with double delaminations. Compos. Sci. Technol. 54(1), 101–109 (1995)CrossRef Shu, D.: Vibration of sandwich beams with double delaminations. Compos. Sci. Technol. 54(1), 101–109 (1995)CrossRef
11.
go back to reference Shen, M.H. Grady, J.: Free vibrations of delaminated beams. 1991: 3017–3025. Shen, M.H. Grady, J.: Free vibrations of delaminated beams. 1991: 3017–3025.
12.
go back to reference Della, C.N., Shu, D.: Vibration of beams with double delaminations. J. Sound Vib. 282(3–5), 919–935 (2005)CrossRef Della, C.N., Shu, D.: Vibration of beams with double delaminations. J. Sound Vib. 282(3–5), 919–935 (2005)CrossRef
13.
go back to reference Della, C.N., Shu, D.: Vibration of delaminated multilayer beams. Compos. B Eng. 37(2–3), 227–236 (2005)CrossRef Della, C.N., Shu, D.: Vibration of delaminated multilayer beams. Compos. B Eng. 37(2–3), 227–236 (2005)CrossRef
14.
go back to reference Shams, S., Torabi, A.R., Narab, M.F., Amiri Atashgah, M.A.: Free vibration analysis of a laminated beam using dynamic stiffness matrix method considering delamination. Thin-Walled Struct. 166, 1–19 (2021)CrossRef Shams, S., Torabi, A.R., Narab, M.F., Amiri Atashgah, M.A.: Free vibration analysis of a laminated beam using dynamic stiffness matrix method considering delamination. Thin-Walled Struct. 166, 1–19 (2021)CrossRef
15.
go back to reference Szekrényes, A., Máté, P., Hauck, B.: On the dynamic stability of delaminated composite beams under free vibration. Acta Mech. 233(4), 1485–1512 (2022)MathSciNetCrossRefMATH Szekrényes, A., Máté, P., Hauck, B.: On the dynamic stability of delaminated composite beams under free vibration. Acta Mech. 233(4), 1485–1512 (2022)MathSciNetCrossRefMATH
16.
go back to reference Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaei, R.A.: Analytical solution for the dynamic analysis of a delaminated composite beam traversed by a moving constant force. J. Vib. Control 19(10), 1524–1537 (2012)MathSciNetCrossRef Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaei, R.A.: Analytical solution for the dynamic analysis of a delaminated composite beam traversed by a moving constant force. J. Vib. Control 19(10), 1524–1537 (2012)MathSciNetCrossRef
17.
go back to reference Ju, F., Lee, H.P., Lee, K.H.: Dynamic response of delaminated composite beams with intermittent contact in delaminated segments. Compos. Eng. 4, 1211–1224 (1994)CrossRef Ju, F., Lee, H.P., Lee, K.H.: Dynamic response of delaminated composite beams with intermittent contact in delaminated segments. Compos. Eng. 4, 1211–1224 (1994)CrossRef
18.
go back to reference Pölöskei, T., Szekrényes, A.: Dynamic stability analysis of delaminated composite beams in frequency domain using a unified beam theory with higher order displacement continuity. Compos. Struct. 272, 1–14 (2021)CrossRef Pölöskei, T., Szekrényes, A.: Dynamic stability analysis of delaminated composite beams in frequency domain using a unified beam theory with higher order displacement continuity. Compos. Struct. 272, 1–14 (2021)CrossRef
19.
go back to reference Pölöskei, T., Szekrényes, A.: Dynamic stability analysis of reduced delaminated planar beam structures using extended Craig-Bampton method. Appl. Math. Model. 102, 153–169 (2022)MathSciNetCrossRef Pölöskei, T., Szekrényes, A.: Dynamic stability analysis of reduced delaminated planar beam structures using extended Craig-Bampton method. Appl. Math. Model. 102, 153–169 (2022)MathSciNetCrossRef
20.
go back to reference Damanpack, A.R., Bodaghi, M.: A new sandwich element for modeling of partially delaminated sandwich beam structures. Compos. Struct. 256, 1–30 (2021)CrossRef Damanpack, A.R., Bodaghi, M.: A new sandwich element for modeling of partially delaminated sandwich beam structures. Compos. Struct. 256, 1–30 (2021)CrossRef
21.
go back to reference Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaei, R.-A.: Dynamics of a delaminated timoshenko beam subjected to a moving oscillatory mass. Mech. Based Des. Struct. Mach. 40(2), 218–240 (2012)CrossRef Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaei, R.-A.: Dynamics of a delaminated timoshenko beam subjected to a moving oscillatory mass. Mech. Based Des. Struct. Mach. 40(2), 218–240 (2012)CrossRef
22.
go back to reference Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaeia, R.A.: Forced vibration of delaminated Timoshenko beams subjected to a moving load. Sci. Eng. Compos. Mater. 19(2), 145–157 (2012)CrossRef Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaeia, R.A.: Forced vibration of delaminated Timoshenko beams subjected to a moving load. Sci. Eng. Compos. Mater. 19(2), 145–157 (2012)CrossRef
23.
go back to reference Abu-Hilal, M.: Forced vibration of Euler-Bernoulli beams by means of dynamic Green functions. J. Sound Vib. 267(2), 191–207 (2003)CrossRefMATH Abu-Hilal, M.: Forced vibration of Euler-Bernoulli beams by means of dynamic Green functions. J. Sound Vib. 267(2), 191–207 (2003)CrossRefMATH
24.
go back to reference Kukla, S., Zamojska, I.: Frequency analysis of axially loaded stepped beams by Green’s function method. J. Sound Vib. 300(3–5), 1034–1041 (2007)CrossRef Kukla, S., Zamojska, I.: Frequency analysis of axially loaded stepped beams by Green’s function method. J. Sound Vib. 300(3–5), 1034–1041 (2007)CrossRef
25.
go back to reference Zhao, X., Zhao, Y.R., Gao, X.Z., Li, X.Y., Li, Y.H.: Green׳s functions for the forced vibrations of cracked Euler-Bernoulli beams. Mech. Syst. Signal Process. 68–69, 155–175 (2016)CrossRef Zhao, X., Zhao, Y.R., Gao, X.Z., Li, X.Y., Li, Y.H.: Green׳s functions for the forced vibrations of cracked Euler-Bernoulli beams. Mech. Syst. Signal Process. 68–69, 155–175 (2016)CrossRef
26.
go back to reference Ghannadiasl, A., Ajirlou, S.K.: Forced vibration of multi-span cracked Euler-Bernoulli beams using dynamic Green function formulation. Appl. Acoust. 148, 484–494 (2019)CrossRef Ghannadiasl, A., Ajirlou, S.K.: Forced vibration of multi-span cracked Euler-Bernoulli beams using dynamic Green function formulation. Appl. Acoust. 148, 484–494 (2019)CrossRef
27.
go back to reference Chen, B., Zhao, X., Li, Y.H., Guo, Y.: Forced vibration analysis of multi-cracked Timoshenko beam with the inclusion of damping by virtue of Green’s functions. Appl. Acoust. 155, 477–491 (2019)CrossRef Chen, B., Zhao, X., Li, Y.H., Guo, Y.: Forced vibration analysis of multi-cracked Timoshenko beam with the inclusion of damping by virtue of Green’s functions. Appl. Acoust. 155, 477–491 (2019)CrossRef
28.
go back to reference Albassam, B.A.: Vibration control of a flexible beam structure utilizing dynamic Green’s function. J. King Saud Univ. Eng. Sci. 33, 186–200 (2021) Albassam, B.A.: Vibration control of a flexible beam structure utilizing dynamic Green’s function. J. King Saud Univ. Eng. Sci. 33, 186–200 (2021)
29.
go back to reference Lee, J.: Free vibration analysis of delaminated composite beams. Comput. Struct. 74(2), 121–129 (2000)CrossRef Lee, J.: Free vibration analysis of delaminated composite beams. Comput. Struct. 74(2), 121–129 (2000)CrossRef
30.
go back to reference Li, X.Y., Zhao, X., Li, Y.H.: Green’s functions of the forced vibration of Timoshenko beams with damping effect. J. Sound Vib. 333(6), 1781–1795 (2014)CrossRef Li, X.Y., Zhao, X., Li, Y.H.: Green’s functions of the forced vibration of Timoshenko beams with damping effect. J. Sound Vib. 333(6), 1781–1795 (2014)CrossRef
31.
go back to reference Ghannadiasl, A., Mofid, M.: Dynamic green function for response of timoshenko beam with arbitrary boundary conditions. Mech. Based Des. Struct. Mach. 42(1), 97–110 (2013)CrossRef Ghannadiasl, A., Mofid, M.: Dynamic green function for response of timoshenko beam with arbitrary boundary conditions. Mech. Based Des. Struct. Mach. 42(1), 97–110 (2013)CrossRef
32.
go back to reference Liu, Y., Shu, D.W.: Free vibration analysis of rotating Timoshenko beams with multiple delaminations. Compos. B Eng. 44(1), 733–739 (2013)CrossRef Liu, Y., Shu, D.W.: Free vibration analysis of rotating Timoshenko beams with multiple delaminations. Compos. B Eng. 44(1), 733–739 (2013)CrossRef
33.
go back to reference Kargarnovin, M.H., Jafari-Talookolaei, R.A., Ahmadian, M.T.: Vibration analysis of delaminated Timoshenko beams under the motion of a constant amplitude point force traveling with uniform velocity. Int. J. Mech. Sci. 70, 39–49 (2013)CrossRef Kargarnovin, M.H., Jafari-Talookolaei, R.A., Ahmadian, M.T.: Vibration analysis of delaminated Timoshenko beams under the motion of a constant amplitude point force traveling with uniform velocity. Int. J. Mech. Sci. 70, 39–49 (2013)CrossRef
34.
go back to reference Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaei, R.A., Abedi, M.: Semi-analytical solution for the free vibration analysis of generally laminated composite Timoshenko beams with single delamination. Compos. B Eng. 45(1), 587–600 (2013)CrossRef Kargarnovin, M.H., Ahmadian, M.T., Jafari-Talookolaei, R.A., Abedi, M.: Semi-analytical solution for the free vibration analysis of generally laminated composite Timoshenko beams with single delamination. Compos. B Eng. 45(1), 587–600 (2013)CrossRef
Metadata
Title
Free and forced vibration modelling of a delaminated beam structure using a Green’s function method
Authors
Xuan Li
Dunant Halim
Publication date
22-03-2023
Publisher
Springer Vienna
Published in
Acta Mechanica / Issue 7/2023
Print ISSN: 0001-5970
Electronic ISSN: 1619-6937
DOI
https://doi.org/10.1007/s00707-023-03527-0

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