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
  • [1] Isogeometric Free Vibration Analysis of Curved Euler-Bernoulli Beams with Particular Emphasis on Accuracy Study
    Sun, Zhuangjing
    Wang, Dongdong
    Li, Xiwei
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2021, 21 (01)
  • [2] An isogeometric collocation approach for Bernoulli-Euler beams and Kirchhoff plates
    Reali, Alessandro
    Gomez, Hector
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2015, 284 : 623 - 636
  • [3] Vibration analysis of axially loaded Euler-Bernoulli beams with guided mass
    Hassanpour, P. A.
    Cleghorn, W. L.
    Esmailzadeh, E.
    Mills, J. K.
    PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCE AND INFORMATION IN ENGINEERING CONFERENCE, VOL 1, PTS A-C, 2008, : 2133 - 2139
  • [4] FREE VIBRATION OF AXIALLY FUNCTIONALLY GRADED EULER-BERNOULLI BEAMS
    Kukla, Stanislaw
    Rychlewska, Jowita
    JOURNAL OF APPLIED MATHEMATICS AND COMPUTATIONAL MECHANICS, 2014, 13 (01) : 39 - 44
  • [5] Dynamic multi-patch isogeometric analysis of planar Euler-Bernoulli beams
    Vo, Duy
    Borkovic, Aleksandar
    Nanakorn, Pruettha
    Tinh Quoc Bui
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2020, 372 (372)
  • [6] Free vibration of heated Euler-Bernoulli beams with thermal postbuckling deformations
    Li, SR
    Teng, ZC
    Zhou, YH
    JOURNAL OF THERMAL STRESSES, 2004, 27 (09) : 843 - 856
  • [7] Novel higher order mass matrices for isogeometric structural vibration analysis
    Wang, Dongdong
    Liu, Wei
    Zhang, Hanjie
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2013, 260 : 92 - 108
  • [8] A new nonlinear fractal vibration of the Euler-Bernoulli beams in a microgravity space
    Zhang, Pei-Ling
    Wang, Kang-Jia
    JOURNAL OF LOW FREQUENCY NOISE VIBRATION AND ACTIVE CONTROL, 2023, 42 (01) : 222 - 230
  • [9] A new fractional nonlocal model and its application in free vibration of Timoshenko and Euler-Bernoulli beams
    Zaher Rahimi
    Wojciech Sumelka
    Xiao-Jun Yang
    The European Physical Journal Plus, 132
  • [10] A new fractional nonlocal model and its application in free vibration of Timoshenko and Euler-Bernoulli beams
    Rahimi, Zaher
    Sumelka, Wojciech
    Yang, Xiao-Jun
    EUROPEAN PHYSICAL JOURNAL PLUS, 2017, 132 (11):