Free vibration analysis of rotating composite blades via Carrera Unified Formulation

被引:127
作者
Carrera, E. [1 ,2 ]
Filippi, M. [1 ]
Zappino, E. [1 ]
机构
[1] Politecn Torino, Dept Mech & Aerosp Engn, I-10129 Turin, Italy
[2] King Abdulaziz Univ, Jeddah 21413, Saudi Arabia
关键词
Rotating beams; Finite Element Method; Higher-order theories; Composites structures; BEAM ELEMENTS;
D O I
10.1016/j.compstruct.2013.05.055
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Carrera Unified Formulation (CUF) is used to perform free-vibrational analyses of rotating structures. CUF is a hierarchical formulation which offers a procedure to obtain refined structural theories that account for variable kinematic description. These theories are obtained by expanding the unknown displacement variables over the beam section axes by adopting Taylor's expansions of N-order, in which N is a free parameter. Linear case (N = 1) permits us to obtain classical beam theories while higher order expansions can lead to three-dimensional description of dynamic response of blades. The Finite Element Method is used to solve the governing equations of rotating blades that are derived in a weak form by means of Hamilton's Principle. These equations are written in terms of "fundamental nuclei", which do not vary with the theory order (N). Both flapwise and lagwise motions of isotropic, composite and thin-walled structures are traced. The Coriolis force field is included in the equations. Results are presented in terms of natural frequencies and comparisons with published solutions are provided. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:317 / 325
页数:9
相关论文
共 42 条
  • [1] Free vibration of rotating tapered beams using the dynamic stiffness method
    Banerjee, J. R.
    Su, H.
    Jackson, D. R.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2006, 298 (4-5) : 1034 - 1054
  • [2] Free vibration of centrifugally stiffened uniform and tapered beams using the dynamic stiffness method
    Banerjee, JR
    [J]. JOURNAL OF SOUND AND VIBRATION, 2000, 233 (05) : 857 - 875
  • [3] Dynamic stiffness formulation and free vibration analysis of centrifugally stiffened Timoshenko beams
    Banerjee, JR
    [J]. JOURNAL OF SOUND AND VIBRATION, 2001, 247 (01) : 97 - 115
  • [4] Variable kinematic beam elements coupled via Arlequin method
    Biscani, F.
    Giunta, G.
    Belouettar, S.
    Carrera, E.
    Hu, H.
    [J]. COMPOSITE STRUCTURES, 2011, 93 (02) : 697 - 708
  • [5] Theories and finite elements for multilayered plates and shells: A unified compact formulation with numerical assessment and benchmarking
    Carrera, E
    [J]. ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2003, 10 (03) : 215 - 296
  • [6] Carrera E, 2011, BEAM STRUCTURES: CLASSICAL AND ADVANCED THEORIES, P1, DOI 10.1002/9781119978565
  • [7] Laminated beam analysis by polynomial, trigonometric, exponential and zig-zag theories
    Carrera, E.
    Filippi, M.
    Zappino, E.
    [J]. EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2013, 41 : 58 - 69
  • [8] Carrera E, 2011, SHOCK VIB, V18, P485, DOI [10.3233/SAV-2010-0528, 10.1155/2011/706541]
  • [9] Accuracy of refined finite elements for laminated plate analysis
    Carrera, E.
    Miglioretti, F.
    Petrolo, M.
    [J]. COMPOSITE STRUCTURES, 2011, 93 (05) : 1311 - 1327
  • [10] MITC technique extended to variable kinematic multilayered plate elements
    Carrera, E.
    Cinefra, M.
    Nali, P.
    [J]. COMPOSITE STRUCTURES, 2010, 92 (08) : 1888 - 1895