EI、Scopus 收录
中文核心期刊
VARIATIONAL PRINCIPLES OF PERFORATED THIN PLATES AND THE FINITE ELEMENT METHOD FOR BUCKLING AND POST-BUCKLING ANALYSIS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1991, 23(2): 190-200. DOI: 10.6052/0459-1879-1991-2-1995-826
Citation: VARIATIONAL PRINCIPLES OF PERFORATED THIN PLATES AND THE FINITE ELEMENT METHOD FOR BUCKLING AND POST-BUCKLING ANALYSIS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1991, 23(2): 190-200. DOI: 10.6052/0459-1879-1991-2-1995-826

VARIATIONAL PRINCIPLES OF PERFORATED THIN PLATES AND THE FINITE ELEMENT METHOD FOR BUCKLING AND POST-BUCKLING ANALYSIS

  • On the basis of the general theory of perforated thin plates with large deflections, the variational principles in terms of deflection w and stress function F are established. And from these principles the finite element method analysing the buckling and post-buckling of perforated thin plates is established. It can be seen that the porperty of element is more complex due to the multiple connectedness of the region.
  • Related Articles

    [1]Ma Rui, Yang Qingshan, Wang Xiaofeng. THE BUCKLING ANALYSIS OF SHEAR MEMBRANE BASED ON STABILITY THEORY[J]. Chinese Journal of Theoretical and Applied Mechanics, 2014, 46(1): 114-119. DOI: 10.6052/0459-1879-13-159
    [2]Changjin Yang, Yaochen Li. Buckling analysis of the electrode delamination on the piezoelectric substrate[J]. Chinese Journal of Theoretical and Applied Mechanics, 2009, 41(4): 489-502. DOI: 10.6052/0459-1879-2009-4-2007-556
    [3]Zhenhan Yao, . CONTACT PROBLEM IN BUCKLING ANAlYSIS OF DELAMINATED LAMINATES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1998, 30(6): 700-710. DOI: 10.6052/0459-1879-1998-6-1995-180
    [4]MAGNETOELASTIC BUCKLING AND POST-BUCKLING OF SIMPLY-SUPPORTED CONDUCTING ROD[J]. Chinese Journal of Theoretical and Applied Mechanics, 1996, 28(2): 181-190. DOI: 10.6052/0459-1879-1996-2-1995-319
    [5]THE EFFECT OF TRANSVERSE SHEARING DEFORMATIONSON BUCKLING AND POST-BUCKLING OFANNULAR PLATES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(2): 240-246. DOI: 10.6052/0459-1879-1992-2-1995-734
    [6]THE BUCKLING AND POST-BUCKLING OF SIMPLY-SUPPORTED RECTANGULAR PLATES UNDER COMBINATIONLOADS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(1): 82-92. DOI: 10.6052/0459-1879-1992-1-1995-714
    [7]LOCAL ANALYSIS OF THE BUCKLING AND INITIAL POST-BUCKLING OF THIN-WALLED STRUCTURES AND ITS ACCURACY[J]. Chinese Journal of Theoretical and Applied Mechanics, 1991, 23(1): 103-109. DOI: 10.6052/0459-1879-1991-1-1995-814
    [8]NON-AXISYMMETRIC BUCKLING ANALYSIS OF AN ANNULAR PLATE[J]. Chinese Journal of Theoretical and Applied Mechanics, 1990, 22(4): 473-478. DOI: 10.6052/0459-1879-1990-4-1995-972
    [9]样条积分方程法分析弹塑性板弯曲[J]. Chinese Journal of Theoretical and Applied Mechanics, 1990, 22(2): 241-245. DOI: 10.6052/0459-1879-1990-2-1995-940

Catalog

    Article Metrics

    Article views (2195) PDF downloads (670) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return