Shao Wen-jiao. Analysis of Postbuckling Strength of Stringer Stiffened Cylindrical Shells under Axial Compression[J]. Applied Mathematics and Mechanics, 1984, 5(6): 855-872.
Citation: Shao Wen-jiao. Analysis of Postbuckling Strength of Stringer Stiffened Cylindrical Shells under Axial Compression[J]. Applied Mathematics and Mechanics, 1984, 5(6): 855-872.

Analysis of Postbuckling Strength of Stringer Stiffened Cylindrical Shells under Axial Compression

  • Received Date: 1983-11-23
  • Publish Date: 1984-12-15
  • An analysis of the postbuckliag strength of stringer stiffened cylindrical shells,subject to axial compression is described, The method used is this paper is based on plastic analysis extending Murray's method which was used to analyse postbuckliag behaviour of stiffened plates loaded axially and in beading. The mechanism tripping of stringer and crumpling of shell plates is described based on how the test specimens are deformed after buckling.Finally the theoretical analyses are compared with the experimental results of steel specimens. The theoretical results coincide quite well with the ezperimeatal data. It should therefore be possible to use the method described here to analyse postbuckliag strength of stringer stiffened cylindrical shells and to estimate energy absorbtion capsbilities is relation to collison studies.
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  • [1]
    Murray,N W.,Buckling of stiffened panels loaded a:lialp and in beading,The Structural Engineer,61,8(1973),285-301.
    [2]
    Carlsen,C,A.,W,J.Shao aid S,Fredheita,Experimeatal sud theoraticalanalpsis of post buckling strength of flat bar-stiffeaess subject to tripping,Det.norske veritas,Report No80-149(1980).
    [3]
    Hodge,P.,G Jx,Yield conditions for rotationlly symmetric shells uadent aaisymmetric loading,J.of Applied,Mechanics,27,Trans,ASME,82,Series E,June(1960).323-331.
    [4]
    Hodge,.P,G.Jx, Plastic Analysis of Straictures,McGraw-Hill book Company,New York(1959).
    [5]
    Matheson,J,A.L.,Hypersiatic Structures,Vol.1,London,Buttesworth(1959).382.
    [6]
    Horne,M.R.,Plastic Theory of Structures,2nd Ed.,Pergamon Press(1979)
    [7]
    Murray,N,W.,Das aufnehmbare Moment is einem zur Richtung der NormaLkraft schrag liegendeb plastischen Gelenk,die Bautechnik,2(1973),57-58.
    [8]
    Sokolnikoff,I,S.,Mathematical Theory of Elasticity,McGraw-Hill(1956)
    [9]
    Sridharan,S,and A,C,Walker,Eaperimental investigation of the buckling behaviour of stiffened cylindrical shells,Department of Energy Report No.OT-87835,Department of Civil and Municipal Engineering,University College,London Feb,(1980).
    [10]
    Walker,A.C.and P.Davies,The Collapse of Stiffead Cylinders Steel Plated Structures,An International Conference,Ed,Dowliag et a1,Crosby Lockwood Staples(1976).791-901.
    [11]
    Murray,N.W.and P,S.Khoo,Some basic plastic mechanisms过the local buckliag of thin-walled steel structures.lnt.,J Mech,Sci,23.12(1981),703-713.
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