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  • 标题:DYNAMIC RESPONSE OF AXIALLY LOADED EULER-BERNOULLI BEAMS
  • 本地全文:下载
  • 作者:Bayat M. ; Barari A. ; Shahidi M.
  • 期刊名称:Mechanika
  • 印刷版ISSN:1392-1207
  • 出版年度:2011
  • 卷号:17
  • 期号:2
  • 页码:172-177
  • DOI:10.5755/j01.mech.17.2.335
  • 语种:English
  • 出版社:Kauno Technologijos Universitetas
  • 摘要:The Euler–Bernoulli theory of beams provides areasonable explanation of the bending behavior of longisotropic beams. It is based on the assumption that a rela-tionship between bending moment and the beam curvatureexists.Kopmaz et al. [1] considered different approachesto describing the relationship between the bending momentand curvature of a Euler-Bernoulli beam undergoing alarge deformation. Then, in the case of a cantilevered beamsubjected to a single moment at its free end, the differencebetween the linear theory and the nonlinear theory basedon both the mathematical curvature and the physical curva-ture was shown. Biondi and Caddemi [2] studied the prob-lem of the integration of static governing equations of theuniform Euler-Bernoulli beams with discontinuities, con-sidering the flexural stiffness and slope discontinuities.
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