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Volume 39 Issue 12
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2009  >  39(12): 90-94
Qiao Caihong, Guo Yanlin, Cao Yusheng. OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 90-94. doi: 10.13204/j.gyjz200912022
Citation: Qiao Caihong, Guo Yanlin, Cao Yusheng. OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 90-94. doi: 10.13204/j.gyjz200912022
shu

OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION

doi: 10.13204/j.gyjz200912022
  • 1.

    1. Architectural and civil engineering institute of Inner Mongolia Polytechnic University,Hohhot 010051,China;

  • 2.

    2. Department of Civil Engineering,Tsinghua University,Beijing 100084,China

  • Received Date: 2009-04-20
  • Publish Date: 2009-12-20
    Abstract
  • A finite beam element model is established to study out-of-plane elastic buckling behaviors and elasto-plastic stability behaviors of pin-ended circular steel arch with circular sections.Firstly,elastic buckling of arches subject to hydrostatic pressure is studied and compared with classic buckling theroy.It is pointed out that the finite element analysis results are in good agreement with the Timoshenko classical solutions. Secondly,on the basis of elastic-plastic stability analysis,referring to the stability design method of monosymmetric section axially loaded compression members,equivalent slenderness of pin-ended circular steel arch subject to hydrostatic pressure are deduced from the expression of out-of-plane elastic buckling load.Combined with the column curves in current Chinese Code for Design of Steel Structures(GB 500172003),the design formula of ultimate load-carrying capacity as well as out-of-plane stability design curves are presented.
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    • References(16)
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