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FATIGUE ANALYSIS OF STRUCTURES WITH PASSIVE CONSTRAINING DAMPING LAYERS SUBJECTED TO RANDOM LOADS

FATIGUE ANALYSIS OF STRUCTURES WITH PASSIVE CONSTRAINING DAMPING LAYERS SUBJECTED TO RANDOM LOADS

Ramos, Ana Paula Rodrigues ; Lima, Antônio Marcos Gonçalves de ;

Artigo Completo:

This paper is dedicated to the investigation of the possibility of increasing fatigue life of engineering structures subjected to multiaxial random loads by applying constrained viscoelastic layers. The rationale for such study is the fact that as the addition of viscoelastic materials provide decreased vibration amplitudes, it becomes important to quantify the increase of reliability that can be obtained. Moreover, despite the fact that many multiaxial fatigue damage criteria applicable to undamped structures exist in the literature, none of them is adapted to deal with the problem of estimation the fatigue damage in structures incorporating viscoelastic damping, since they must conveniently account for the frequency- and temperature-dependent behavior of the viscoelastic material. Due to the nature of the stress state of the considered problem, the fatigue damage is assessed by using Sine’s global criterion. After presenting the theoretical aspects, the numerical fatigue damage analyses of a three-layer sandwich plate treated by passive constrained damping layer are addressed, and the main features of the methodology are discussed.

Artigo Completo:

This paper is dedicated to the investigation of the possibility of increasing fatigue life of engineering structures subjected to multiaxial random loads by applying constrained viscoelastic layers. The rationale for such study is the fact that as the addition of viscoelastic materials provide decreased vibration amplitudes, it becomes important to quantify the increase of reliability that can be obtained. Moreover, despite the fact that many multiaxial fatigue damage criteria applicable to undamped structures exist in the literature, none of them is adapted to deal with the problem of estimation the fatigue damage in structures incorporating viscoelastic damping, since they must conveniently account for the frequency- and temperature-dependent behavior of the viscoelastic material. Due to the nature of the stress state of the considered problem, the fatigue damage is assessed by using Sine’s global criterion. After presenting the theoretical aspects, the numerical fatigue damage analyses of a three-layer sandwich plate treated by passive constrained damping layer are addressed, and the main features of the methodology are discussed.

Palavras-chave: Viscoelastic damping, Sine’s criterion, fatigue damage, passive control., Viscoelastic damping, Sine’s criterion, fatigue damage, passive control.,

Palavras-chave: ,

DOI: 10.5151/mathpro-cnmai-0030

Referências bibliográficas
  • [1] Bin Li and de Freitas, M., 2002, “A procedure for fast evaluation of high-cycle fatigue under multiaxial random loading,” Journal of Mechanical Design, 124(3): 558-563.
  • [2] Christensen, R.M., 1982, “Theory of viscoelasticity: An introduction.,” Academic Press, Inc., New York.
  • [3] Dang Van, 1993, “Macro–micro approach in high-cycle multiaxial fatigue,” In: McDowell DL, Ellis R, editors.
  • [4] Advances in multiaxial fatigue. West Conshohocken: American Society for Testing and Materials, ASTM STP 1191: 120–30.
  • [5] de Lima, A.M.G., da Silva, A.R., Rade, D.A. and Bouhaddi, N., 2010, “Component mode synthesis combining robust enriched Ritz approach for viscoelastically damped structures,” Engineering Structures, 32; 1479-1488.
  • [6] Florian, A., 1992, “An efficient sampling scheme: updates Latin Hypercube sampling,” Probabilistic Engineering Mechanics, 7(2):123-130.
  • [7] Khatua, T.P. and Cheung, Y.K., 1973, “Bending and Vibration of Multilayer Sandwich Beams and Plates”, International Journal for Numerical Methods in Engineering, 6:11-24.
  • [8] Lambert, S., Pagnacco and Khalij, L., 2010, “A probabilistic model for the fatigue reliability of structures under random loadings with phase shift effects,” International journal of fatigue, 32: 463-474.
  • [9] Nashif, A.D. and Jones, D.I.G., 1985, “Vibration damping,” John Wiley Andamp; Sons, New York.
  • [10] Palmeri, A. and Ricciardelli, F., 2006, “Fatigue analyses of buildings with viscoelastic dampers,” Journal of Wind Engineering, 94:377-395.
  • [11] Pitoiset, X. and Preumont, A., 2000, “Spectral methods for multiaxial random fatigue analysis of metallic structures,” International Journal of Fatigue, 22: 541–50.
  • [12] Rao, M.D., 2001, “Recent applications of viscoelastic damping for noise control in automobiles and commercial airplanes, “Proceedings of the Emerging Trends in Vibration and Noise Engineering Symposium, Columbus, USA.
  • [13] Samali, B. and Kwok, K.C.S.,1995, “Use of viscoelastic dampers in reducing wind and earthquake induced motion of building structures,” Engineering Structures, 17(9):639-654.
  • [14] Sines, G.,1959, “Behaviour of metals under complex stresses,” Sines G. Andamp; Waisman J.L. editors.Metal fatigue, New York, McGraw-Hill, 145–69.
  • [15] You, B.R. and Lee, S.B., 1996, “A critical review on multiaxial fatigue assessments of metals,” Int Journal Fatigue, 8(4): 235–44.
  • [16] Weber, B., 1999, “Fatigue multiaxiale des structures industrielles sous chargement quelconque,” PhDThesis of INSA, Lyon.
Como citar:

Ramos, Ana Paula Rodrigues; Lima, Antônio Marcos Gonçalves de; "FATIGUE ANALYSIS OF STRUCTURES WITH PASSIVE CONSTRAINING DAMPING LAYERS SUBJECTED TO RANDOM LOADS", p. 149-158 . In: Anais do Congresso Nacional de Matemática Aplicada à Indústria [= Blucher Mathematical Proceedings, v.1, n.1]. São Paulo: Blucher, 2015.
ISSN em b-reve, DOI 10.5151/mathpro-cnmai-0030

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