加肋圆柱壳在轴压作用下的屈曲和后屈曲

沈惠申; 周频; 陈铁云

加肋圆柱壳在轴压作用下的屈曲和后屈曲

上海交通大学

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出版历程
- 收稿日期: 1989-10-04
- 刊出日期: 1991-12-15

Buckling and Postbuckling of Stiffened Cylindrical Shells under Axial Compression

Shanghai Jiaotong University, Shanghai

摘要

摘要: 本文讨论完善和非完善的,纵向加肋和正交加肋圆柱壳在轴压作用下的屈曲和后屈曲性态.依据文[1]提供的圆柱薄壳屈曲的边界层理论及其分析方法,给出了加肋圆柱壳在轴压作用下的屈曲和后屈曲理论分析.本文同时讨论肋骨与壳板材料不同时对加肋圆柱壳屈曲和后屈曲性态的影响.
- 结构稳定性 /
- 屈曲 /
- 后屈曲 /
- 加肋圆柱壳
Abstract: Buckling and postbuckling behaviors of perfect and imperfect, stringer and ortho/ropically stiffened cylindrical shells have been studied under axial compression. Based on the boundary la ver theory for the buckling of thin elastic shells suggested in ref. [1], a theoretical analysis is presented. The effects of material properties of stiffenefs and skin, which are made of different materials, on the huckling load and postbuckling behavior of stiffened cylindrical shells have also been discussed.
- structural stability /
- buckling /
- postbuckling /
- stiffened cylindrical shell

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参考文献(35)

[1]	Shen,H.S.and T.Y.Chen,A boundary layer theory for the buckling of thin cylindrical shells under axial compression,Advances in Applied Mathematics and Mechanics in China,2,Int.Acadamic Publishers(1990),155-172.
[2]	Shang,J.C.,W.J.Marulic and Sturm,R.G.,Buckling of longitudinally stiffened cylinders,Proc.ASCE 90,ST5(1964),161-195.
[3]	Hedgepeth,J.M.and D.B.Hall,Stability of stiffened cylinders,AIAA J.,3(1965),2275-2286.
[4]	Stuhiman,C.E.,A.De Luzio and B.Almorth,Influence of stiffener eccentricity and end moment on stability of cylinders in compression,AIAA J.,4(1966),872-877.
[5]	Milligan,R.,G.Gerard and C.Lakshmikantham,General instability of orthotropically stiffened cylinders under axial compression,AIAA J.,4(1966),1906-1913.
[6]	Card,M.F.,Preliminary results of compression tests on cylinders with eccentriclongitudinal stiffeners,NASATMX-1004(1964).
[7]	Katz,L.,Compression tests on integrally stiffened cylinders,NASA TM X-55315(1965).
[8]	Card,M.F.and R.M.Jones,Buckling of axially compressed cylinders with eccentric longitudinal stiffeners,AIAA/ASME 7th Structures and Materials Conference,Cocoa Beach,April(1966),23-24.
[9]	Singer,J.,M.Baruch and O.Harari,On the stability of eccentrically stiffened cylindrical shells under axial compression,Internat.J.Solids Structures,3(1967),445-470.
[10]	Singer,J.,J.Arbocz and C.D.Babcock,Jr.,Buckling of imperfect stiffened cylindrical shells under axial compression,AIAA J.,9(1971),68-75.
[11]	Weller,T.,J.Singer and S.C.Batterman,Influence of eccentricity of loading on buckling of stringer-stiffened cylindrical shells,Thin-Shell Structures,Theory,Experiment,and Design,Ed.Y.C.Fung and E.E.Sechler(1974),305-324.
[12]	Rosen,A.and J.Singer,Vibrations and buckling of eccentrically loaded stiffened cylindrical shells,Exp.Mech.,16(1976),88-94.
[13]	Singer,J.and A.Rosen,The influence of boundary conditions on the buckling of stiffened cylindrical shells,Buckling of Structures,Ed.B.Budiansky(1976),225-250.
[14]	Rosen,A.and J.Singer,Vibrations and buckling of axially loaded stiffened cylindrical shells with elastic restraints,Internat.J.Solids Structures,12(1976),577-588.
[15]	Weller,T.and J.Singer,Experimental studies on the buckling under axial compression of integrally stringer-stiffened circular cylindrical shells,J.Appl.Mech.,44(1977),721-730.
[16]	Singer,J.and H.Abramovich,vibration techniques for definition of practical boundary conditions in stiffened shells,AIAA J.,17(1979),762-769.
[17]	Tennyson,R.C.and D.B.Muggeridge,Buckling of axisymmetric imperfect circular cylindrical shells under axial compression,AIAA J.,7(1969),2127-2131.
[18]	Tennyson,R.C.,D.B.Muggeridge and R.D.Caswell,Buckling of circular cylindrical shells having axisymmetric imperfection distributions,AIAA J.,9(1971),924-930.
[19]	Tennyson,R.C.,The effect of shape imperfections and stiffening on the buckling of circular cylinders,Buckling of Structures,Ed.B.Budiansky(1976),251-275.
[20]	Arbocz,J.and E.E.Sechler,On the buckling of stiffened imperfect cylindrical shells,AIAA J.,14(1976),1611-1617.
[21]	Sheinman,I.and G.J.Simitses,Buckling analysis of geometrically imperfect stiffened cylinders under axial compression,AIAA J.,15(1977),374-382.
[22]	Arbocz,J.and J.G.Williams,Imperfection surveys on a 10-ft-diameter shell structure,AIAA J.,15(1977),949-956.
[23]	Hutchinson,J.and C.Amazigo,Imperfection-sensitivity of eccentrically stiffened cylindrical shells,AIAA J.,5(1967),392-401.
[24]	Brush,D.O.,Imperfection sensitivity of stringer stiffened cylinders,AIAA J.,6(1968),2445-2447.
[25]	Hutchinson,J.W.and J.C.Frauenthal,Elastic postbuckling behavior of stiffened andbarreled cylindrical shells,J.Appl.Mech.,36(1969),784-790.
[26]	Fujita,Y.and Y.Nakata,Buckling strength of stiffened cylindrical shells,J.Soc.Naval Architects of Japan,135(1974),267-281.
[27]	Almroth,B.O.,Postbuckling behavior of orthotropic cylinders under axial compression,AIAA J.,2(1984),1796-1799.
[28]	Esslingcr,M.and B.Geier,Postbuchling Behavior of Structures,Spriagcr-Verlag(1975).
[29]	Walker,A.C,and S,5ridharan,Analysis of the behaviour of axially compressed stringer-stiffened cylindrical shells,Proc,ICE,Part 2,99(1980),447-472
[30]	Ellinas,C,P,,R.C,Batista and J,G,A.Croll,Overall buckling of stringer stiffened cylinders,Proc,ICE,Part 2,71(1981),479-512.
[31]	Ellinas,C,P,and J,G,A.Croll,Experimental and theoretical correlations for elastic buckling of afially cam pressed stringer stiffened cylinders,J.Strain Analgsis,18(1983),41-67.
[32]	Dowling,P.J.and J,E,H arding,Egperim ental behaviour of ring and stringer-stiffened shells,Buckling of Shells in Of fshore Structures,Ed.J.E,Harding,et al,(1982),73-107.
[33]	Harding,J.E.and P.J.Do wling,A nalytical results for the behaviour of ring and stringer-stiffened shells,Buckling of Shells irt Offshore Structures,Ed,J,E.Harding,et al.(1982),183-208.
[34]	Dowling,P.J,,J.E,Harding,N.Agelidis and W,Fahy,Buckling of ortho-gonally stiffened cylindrical shells used in offshore engineering,Buckling of Shells,Ed,E.Ramm(1682),239-273.
[35]	沈惠申,正交铺设层合圆柱薄壳在轴压作用下的屈曲和后屈曲.(待发表).