Superconvergent isogeometric free vibration analysis of Euler-Bernoulli beams and Kirchhoff plates with new higher order mass matrices

被引:65
|
作者
Wang, Dongdong [1 ]
Liu, Wei [1 ]
Zhang, Hanjie [1 ]
机构
[1] Xiamen Univ, Dept Civil Engn, Xiamen 361005, Fujian, Peoples R China
基金
中国国家自然科学基金;
关键词
Isogeometric analysis; Euler-Bernoulli beam; Kirchhoff plate; Free vibration; Higher order mass matrix; Superconvergence; FLUID-STRUCTURE INTERACTION; BOUNDARY-ELEMENT ANALYSIS; LARGE-EDDY SIMULATION; PHASE-FIELD MODEL; FINITE-ELEMENTS; T-SPLINES; STRUCTURAL VIBRATIONS; FRICTIONLESS CONTACT; SENSITIVITY-ANALYSIS; COLLOCATION METHODS;
D O I
10.1016/j.cma.2014.12.026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A superconvergent isogeometric free vibration analysis is presented for Euler-Bernoulli beams and Kirchhoff plates. This method is featured by new higher order mass matrices. For the 1D Euler-Bernoulli beam problem, it is shown that a new higher order mass matrix can be directly established by optimizing a reduced bandwidth mass matrix. The reduced bandwidth mass matrix is designed based upon the consistent mass matrix and it contains adjustable parameters to be determined via maximizing the order of accuracy of the vibration frequency. As a result, 4th and 6th orders of accuracy are observed for the proposed quadratic and cubic higher order mass matrices, while their corresponding consistent mass matrices are 2nd and 4th order accurate, respectively. Thus the higher order beam mass matrices have more superior frequency accuracy simultaneously with smaller bandwidth compared with their corresponding consistent mass matrices. While for the 2D Kirchhoff plate problem, in order to compute arbitrary frequency in a superconvergent fashion, a mixed mass matrix is formulated through a linear combination of the consistent mass matrix and the reduced bandwidth mass matrix. Then by introducing the wave propagation angle, the higher order plate mass matrix can be rationally derived from the mixed mass matrix. It is proved that the optimal combination parameter for higher order mass matrix depends on the wave propagation angle. Consequently a particular higher order mass matrix can always be set up for a superconvergent computation of arbitrary vibration frequency. It is shown that the quadratic and cubic higher order mass matrices possess 4th and 6th orders of accuracy, which are two orders higher than those of the consistent plate mass matrices. The construction of higher order mass matrices and the analytical results for vibration frequencies are systematically demonstrated by a set of numerical examples. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:230 / 267
页数:38
相关论文
共 50 条
  • [11] Free vibration analysis of Euler-Bernoulli beam with double cracks
    Han-Ik Yoon
    In-Soo Son
    Sung-Jin Ahn
    Journal of Mechanical Science and Technology, 2007, 21 : 476 - 485
  • [12] Forced vibration analysis of flexible Euler-Bernoulli beams with geometrical discontinuities
    Bashash, Saeid
    Salehi-Khojin, Amin
    Jalili, Nader
    2008 AMERICAN CONTROL CONFERENCE, VOLS 1-12, 2008, : 4029 - 4034
  • [13] Free vibration analysis of Euler-Bernoulli beams modeled by spatial-fractional differential equation
    Jafari, Azadeh
    Sani, Ahmad Aftabi
    RESULTS IN ENGINEERING, 2024, 24
  • [14] Free vibration analysis of Euler-Bernoulli beam with double cracks
    Yoon, Han-Ik
    Son, In-Soo
    Ahn, Sung-Jin
    JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2007, 21 (03) : 476 - 485
  • [15] Random Eigenvalue Characterization for Free Vibration of Axially Loaded Euler-Bernoulli Beams
    Sarkar, Korak
    Ganguli, Ranjan
    Ghosh, Debraj
    Elishakoff, Isaac
    AIAA JOURNAL, 2018, 56 (09) : 3757 - 3765
  • [16] Free vibration and stability of axially functionally graded tapered Euler-Bernoulli beams
    Shahba, Ahmad
    Attarnejad, Reza
    Hajilar, Shahin
    SHOCK AND VIBRATION, 2011, 18 (05) : 683 - 696
  • [17] A transfer matrix method for free vibration analysis of Euler-Bernoulli beams with variable cross section
    Boiangiu, Mihail
    Ceausu, Valentin
    Untaroiu, Costin D.
    JOURNAL OF VIBRATION AND CONTROL, 2016, 22 (11) : 2591 - 2602
  • [18] Free vibration analysis of spatial Bernoulli-Euler and Rayleigh curved beams using isogeometric approach
    Jockovic, Milos
    Radenkovic, Gligor
    Nefovska-Danilovic, Marija
    Baitsch, Matthias
    APPLIED MATHEMATICAL MODELLING, 2019, 71 : 152 - 172
  • [19] Numerical evaluation of high-order modes of vibration in uniform Euler-Bernoulli beams
    Goncalves, P. J. P.
    Brennan, M. J.
    Elliott, S. J.
    JOURNAL OF SOUND AND VIBRATION, 2007, 301 (3-5) : 1035 - 1039
  • [20] Geometrically nonlinear multi-patch isogeometric analysis of planar curved Euler-Bernoulli beams
    Vo, Duy
    Nanakorn, Pruettha
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2020, 366