Buckling of thin shells: Recent advances and trends

Applied Mechanics Reviews

Volumn 49, Issue 4, 1996, Pages 263-274

  Teng, Jin Guang ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPUTER AIDED ANALYSIS; STRESSES; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

COMPRESSIVE STRESSES;

SHELLS (STRUCTURES);

EID: 0030124263     PISSN: 00036900     EISSN: None     Source Type: Journal    
DOI: 10.1115/1.3101927     Document Type: Article

References (307)

1. Abir D and Nardo SV (1958) Thermal buckling of circular cylindrical shells under circumferential temperature gradients. J Aerospace Sci. 26(12), 803-808.
2. Abramovich H, Singer J, and Weller T (1991) The influence of initial imperfections on the buckling of stiffened cylindrical shells under combined loading, in Buckling of Shell Structures on Land, in the Sea. and in the Air (ed J.F Jullien), Elsevier Applied Science, London, 1-10.
3. Adachi J and Benicek M (1964) Buckling of torispherical shells under internal pressure. Exp Mech, Aug. 217-222.
4. Adams G.G (1993) Elastic wrinkling of a tensioned circular plate using von Kármán plate theory. J Appl Mech, ASME, 60, 520-525.
5. Aflak W and Jullien J.F (1991) The precritical deflections of cooling towers: origin and influence, in Buckling of Shell Structures on Land, in the Sea. and in the Air (ed J.F Jullien), Elsevier Applied Science, London, 476-485.
6. Agelidis N, Harding J.E, and Dowling P.J (1982) Buckling tests on stringer-stiffened cylinder models subject to load combination. Det nor-ske Veritas Report 82 198, Imperial College.
7. Akiyama H, Takahashi M, and Hashimoto S (1987) Buckling tests of steel cylindrical shells subjected to combined bending and shear. Trans of Architec Inst of Japan (in Japanese), No 371, p 44.
8. Akiyama H, Ohtsubo H, Nakamura H, Matsuura S, Hagiwara Y, Yuhara T, Hirayama H, Kokubo K, and Ooka Y (1991) Outline of the seismic buckling guideline of FBR, in Proc of llth Int Conf on Structural Mechanics in Reactor Technology, Vol E, p 239.
9. Allen L R, Hutchinson G.L, and Stevens L.K. (1990) Buckling considerations in the design of elevated steel water tanks. Thin-Walled Struct, 9(1-4), 389-406.
10. Almroth B.O (1962) Buckling of a cylindrical shell subjected to non-uniform external pressure. J Appl Mech, ASME, 29, 675-682.
11. Almroth B.O (1966) Influence of edge conditions on the stability of axially compressed cylindrical shells. AIAA J, 4(1), 134-140
12. Almroth B.O and Brogan F.A (1978) The STAGS computer codes. NASA CR 2950, February.
13. Almroth B.O, Brogan F.A, and Marlowe M.B (1973) Stability analysis of cylinders with circular cutouts. AIAA J, 11(11). 1582-1584.
14. Almroth B.O, Bums A.B., and Pittner E.V (1970) Design criteria for axially loaded cylindrical shells. J Spacecraft Rockets, 7(6), 714-720.
15. Almroth B.O and Holmes A.M.C (1972) Buckling of shells with cutouts, experiment and analysis. Int J Solids Struct, 8(8), 1057-1071.
16. Ansourian P (1992) On the buckling analysis and design of silos and tanks. J Construct Steel Res, 23, 273-294.
17. Ansourian P and Sengupla M (1993) Analysis and design of thin-walled horizontal storage tanks, in Proc of 13th Australasian Conf on Mech of Struct and Mat, Univ of Wollongong, Australia, 25-32.
18. API RP2A (1989) Recommended Practice for Planning. Designing and Constructing Fixed Offshore Platforms. 18th Edition. Am Petroleum Inst, Texas.
19. API 620 (1982) Recommended Rules for Design and Construction of Large Welded. Low Pressure Storage Tanks. 7th Edition. Am Petroleum Inst, Texas.
20. Arbocz J (1982) The imperfection data bank, a mean to obtain realistic buckling loads, in Buckling of Shells (ed E Ramm), Springer-Verlag, Berlin, 535-567.
21. Arbocz J (1991) Towards an improved design procedure for buckling critical structures, in Buckling of Shell Structures on Land, in the Sea, and in the Air (ed J.F Jullien), Elsevier Applied Science, London, 270-276.
22. Arbocz J and Babcock C.D (Jr) (1981) Computerised stability analysis using measured initial imperfections, in Proc of 12th Congress of the Int Council of the Aeronaut Sci, Oct 12-17, München, 688-701.
23. Arbocz J and Hoi J.M.A.M (1991) Collapse of axially compressed cylindrical shells with random imperfections. AIAA J 29(12), 2247-2256.
24. Arnold S M, Robinson D N and Saleeb A F (1989) Creep buckling of cylindrical shell under variable loading. J Eng Mech, ASCE, 115(5), 1054-1074.
25. ASME (1986) Boiler and Pressure Vessel Code, ASME N284. Am Soc of Mech Eng.
26. AS 1210 (1989) SAA Unfired Pressure Vessel Code. Standards Australia, Sydney.
27. Babcock C.D (1974) Experiments in shell buckling, in Thin-Shell Structures. Theory. Experiment, and Design, (eds YC Fung and EE Sechler), Prentice-Hall, Englewood Cliffs NJ, 345-369.
28. Babcock C.D (1983) Shell stability. J Appl Mech, ASME 50, 935-940.
29. Bailey R and Kulak GL (1984) Flexural and Shear Behavior of Large Diameter Steel Tubes. Report No 119, Dept of Civil Eng, Univ of Alberta, Edmonton.
30. Beedle LS (1991) Stability of Metal Structures: A World View, 2nd Edition, Stability Research Council, USA.
31. Bielski J (1992) Influence of geometrical imperfections on buckling pressure and post-buckling behavior of elastic toroidal shells. Mech Struct Machines 20, 145-154.
32. Bijlaard D.L and Gallagher R.H (1959) Elastic instability of a cylindrical shell under arbitrary circumferential variation of axial stresses. J Aerospace Sci 27(1 1), 854-858, 866.
33. Birch R.S and Jones N (1990) Dynamic and static axial crushing of axially stiffened cylindrical shells. Thin-Walled Struct, 9, 29-60.
34. Blachut J (1987) Combined axial and pressure buckling of shells having optimal positive gaussian curvature. Comput Struct 26(3), 513-519.
35. Blachut J, Galletly GD, and Moffat DG (1991) An experimental and numerical study into the collapse strength of steel domes, in Buckling of Shell Structures, on Land, in the Sea and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 344-358.
36. Blachut J and Galletly GD (1995) Buckling strength of imperfect steel hemispheres. Thin-Walled Struct 23(1-4), 1-20.
37. Blackler MJ and Ansourian P (1988) Design against wind Induced instability of silos, in Proc of 11 th Australasian Con/on Mech of Struct and Mat, Auckland, 427-430.
38. BS 2654: (1989) Manufacture of Vertical Steel Welded Non-ReJrigerated Storage Tanks with Butt-Welded Shells for the Petroleum Industry. British Standards Institution.
39. BS 5500 (1988) Specification of Unfired Fusion Welded Pressure Vessels. British Standards Institution.
40. Bucklin RA, Thompson SA, and Ross IJ (1990) Bin-wall failure caused by eccentric discharge of freeflowing grain. J Struct Eng, ASCE 116(11), 3175-3190.
41. Budiansky B and Hutchinson JW (1966) A survey of some buckling problems. AIAA J 4(9), 1505-1510.
42. Budiansky B and Hutchinson J W (1979) Buckling: progress and challenge, in Trends in Solid Mechanics 1979, Proc of Symp Dedicated to the 65th Birthday of WT Koiter, (cds JF Besseling and AMA van der Heijden), Delft Univ Press, 93-1 16.
43. Bushnell D (1976) BOSOR5 - Program for buckling of elastic-plastic shells of revolution including large deflections and creep. Comput Struct 6, 221-239.
44. Bushnell D (1977) BOSOR4: Program for Stress, buckling, and vibration of complex shells of revolution, in Structural Mechanics Software Series (eds N Perrone and W Pilkey), Vol I, Univ Press of Virginia, Charlottesville, 11-143.
45. Bushnell D (1981) Elastic-plastic bending and buckling of pipes and elbows. Comput Struct 13, 241-248.
46. Bushnell D (1982) Plastic buckling of various shells. J Pressure Vessel Tech, ASME 104,51-72.
47. Bushnell D (1985) Computerised Buckling Analysis of Shells. Martinus Nijhoff Publishers, Dordrecht.
48. Calladine CR (1983a) Theory of Shell Structures. Cambridge Press.
49. Calladine CR (1983b) Plastic buckling of tubes in pure bending, in Collapse: The Buckling of Structures in Theory and Practice, (eds JMT Thompson and GW Hunt), Cambridge Univ Press, Cambridge, MI-124
50. Calladine CR (1988) The theory of thin shell structures 1888-1988. Proc of Institution of Mech Eng: Part A, 202(A3), 141-149.
51. Calladine CR (1995) Understanding imperfectionsensitivity in the buckling of thin-walled shells. Thin-Walled Struct 23(14), 215-235.
52. Chen JF and Xu ZA (1992) Buckling of compound hyperbolic paraboloidal shells. Thin-Walled Struct 13(3), 245-257.
53. Chiba M, Tani J, and Yamaki N (1987a) Dynamic stability of liquid-filled cylindrical shells under vertical excitation, Part I: Experimental results. Earthquake Eng Struct Dyn 15(I), 23-36.
54. Chiba M, Tani J, and Yamaki N (1987b) Dynamic stability of liquid-filled cylindrical shells under vertical excitation, part ii: theoretical results. Earthquake Eng Struct Dyn 15(I), 37-51.
55. Chiba M, Yamashida T, and Yamauchi M (1989) Buckling of circular cylindrical shells partially subjected to external liquid pressure. Thin-Walled Struct 8(3), 217-233.
56. Chryssanthopoulos MK, Baker MJ, and Dowling PJ (1991a) Statistical analysis of imperfections in stiffened cylinders. J Struct Eng, ASCE 117(7), 1979-1997.
57. Chryssanthopoulos M.K, Baker M.J, and Dowling P.J (1991b) Imperfection modelling for buckling analysis of stiffened cylinders. J Struct Eng, ASCE 117(7), 1998-2017.
58. Chryssanthopoulos MK and Poggi C (1995) Stochastic imperfection modelling in shell buckling studies. Thin-Walled Struct 23(1-4), 179-200.
59. Citerley RL (1982) Imperfection sensitivity and postbuckling behavior of shells, in Pressure Vessels and Piping: Design Technology-1981 - ADecade of Progress, (eds SY Zamrik and D Dietrich), ASME, New York, 27-46.
60. Coleman R, Ding XL, and Rotter JM (1992) The measurement of imperfection in full-scale steel silos, in Proc of 4th Int Confon Bulk Mat Storage. Handling, and Transportation, lEAust, 467-472.
61. Contbescure A (1991) Upon the different theories of plastic buckling: elements for a choice, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 448-457.
62. Combescure A and Brochard J (1991) Recent advances on thermal buckling, new results obtained at CEA, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed J.F Jullien), Elsevier Appl Sci, London, 381-390.
63. Combescure A, Pemette E, and Reyttouard JM (1987) Linear and nonlinear buckling of a discretely supported cooling tower using special axisym-metric shell elements, in Proc of Int Colloquium on Stability of Plate and Shell Struct, Ghent, Belgium, 6-8 April, 283-291.
64. Croll JA (1985) Stiffened cylindrical shells under axial and pressure loading, in Shell Structures: Stability and Strength (ed R Narayanan), Elsevier Appl Sci Pub, 19-56.
65. Croll J.G.A (1995) Towards a rationally based elastic-plastic shell buckling design methodology. Thin-Walled Struct, 23(1-4), 67-84.
66. Dhanens F, Lagae G, Rathe J, and Impe RV (1993) Stresses in and buckling of unstiffencd cylinders subjected to local axial loads. J Construct Steel Res, 27, 89-106.
67. Ding XL, Coleman R, and Rotter, JM (1991) A Profile measurement system and its application in precise engineering surveying, in Proc of 58th FIG PC Meeting and Int Symp. Beijing, 87-101.
68. Donnell LH and Wan CC (1950) Effect of imperfections on buckling of thin cylinders and columns under axial compression. J Appl Mech, ASME 17(1), 73-83.
69. Dostal M, Austin N, Combescure A, Peano A, and Angeloni P (1987) Shear buckling of cylindrical vessels, benchmark exercise, in Proc of 9th Int Confon Struct Mech in Reactor Tech, Vol E, 199-208.
70. Dowling PJ (1991) Strength and reliability of stringerstiffened cylinders in offshore structures, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed J.F Jullien), Elsevier Appl Sci, London, 242-250.
71. Dulacska E and Kollar L (1995) Design procedure for the buckling analysis of reinforced concrete shells. Thin-Walled Struct 23(I -4), 313-321.
72. ECCS (1988) Buckling of Steel Shells: European Recommendations, 4th Edition, European Convention for Constructional Steelwork, Brussels.
73. Eggwertz S and Samuelson LA (1991a) Design of shell structures with openings subjected to buckling. J Construct Steel Res 18(2), 155-163.
74. Eggwertz S and Samuelson LA (1991b) Buckling of shells with local reinforcements, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 401-408.
75. Elishakoff I, Manen S van, Vermeulen PG, and Arbocz J (1987) First order second-moment analysis of the buckling of shells with random imperfections. AfAA J 25(8), 1113-1117.
76. Esslinger M and Geier B (1993) Flat bar steel ring stiffeners on cylinders subjected to external pressure. Thin-Walled Struct 15, 249-269.
77. Esslinger M, Geier B, and Wendt U (1984) Berechnung der Spannungen und Deformationen von Rotationsschalen im elasto-plastischen Bereich. Stahlbau 1, 17-25. °
78. Fischer F.D, Rammerslorfer F.G, and Auli W (1985) Strength and stability of uplifting earthquake-loaded liquid, filled tanks, in Trans of 8th Int Con on Struct Mech in Reactor Tech, Vol B, 475-480
79. Fischer G (1962) Uber die Berechnung der kritischen Axiallasten gelenkig gelagerter Kreiszylinderschalen mit Hilfe des Mchrstellenverfahrens. Z f Angewandle Math and Mech, Vol 42.
80. Fischer G (1963) Ueber den Einfluss der gelenkigen Lagerungauf die Slabilitat dunnwandiger Kreiszvlinderschalen unter Axiallast und Innendruck. ZfFlugwissenschaften 11, 11 I-119.
81. Fischer G (1965) Influence of boundary conditions on stability of thin-walled cylindrical shells under axial load and internal Pressure. AIAA J 3, 736-738.
82. Florence AL, Geflken PR, and Kirkpatrick SW (1991) Dynamic plastic buckling of copper cylindrical shells. Int J Solids Struct 27(1), 89-103.
83. Fiugge W (1932) Die Stabilitat der Kreiszylinderschalen. Ingenieur-Archiv 3, 463-506.
84. Fujita K, Ito T, and Wada H (1990) Experimental study on the dynamic buckling of cylindrical shell due to seismic excitation, in Flow-Structure Vibration and Sloshing-1990, ASME Pressure Vessels and Piping Division Publication, Vol 191, New York, 31-36.
85. Fung YC and Sechler EE (eds) (1974) Thin-Shell Structures, Theory, Experiment, and Design, PrcnticeHall, Englewood Cliffs NJ.
86. Galletly GD (1985) Torispherical shells, in Shell Structures: Stability and Strength (ed R Narayanan), Elsevier Appl Sci Pub, London, 281-310.
87. Galletly GD (ed) (1995) Special Issue on Buckling Strength of Imperfection-Sensitive Shells, Thin-Walled Struct 23(1-4).
88. Galletly GD and Blachut J (1985a) Plastic buckling of short cylindrica shells subject to horizontal edge shear loads./Pressure Vessel Tech ASME 107, 101-107.
89. Galletly GD and Blachut J (1985b) Torispherical shells under interna pressure-failure due to asymmetric bucklingor axisymmetric yielding Proc of Inst of Mech Eng: Part C, 199(C3), 225-238.
90. Galletly GD and Blachut J (1991) Buckling design of imperfect welder hemispherical shells subjected to external pressure. Proc of Inst o, Mech Eng: Part C, 205(3). 175-188. '
91. Galletly GD and Blachut J (1995) Stability of complete circular and noncircular toroidal shells. Proc of Inst of Mech Eng: Part C, 209(4), 245-255. '
92. Galletly GD, Blachut J, and Moreton DN (1990) Internally pressurised machined domed ends-a comparison of the plastic buckling predictions of the deformation and flow theories. Proc of Inst of Mech Eng: Part C 204, 169-186.
93. Galletly GD, James S, Kruzelecki J, and Pemsing K (1987) Interactive buckling tests on cylinders subjected to external pressure and axial compression. J Pressure Vessel Tech, ASME 109, 10-18.
94. Giezen JJ, Babcock CD, and Singer J (1991) Plastic buckling of cylindrical shells under biaxial loading. Exp Mech 3\(A), 337-343.
95. Gorenc BE (1985) Design of supports for steel bins, in Design of Steel Bins for the Storage of Bulk Solids (ed JM Rotter), Sell of Civil and Mining Eng, Univ of Sydney, 184-188.
96. Gorman DJ and Evan-Iwanowski RM (1970) An analytical and experimental investigation of the effects of large prebuckling deformations on the buckling of clamped thin-walled circular cylindrical shells subjected to axial loading and internal pressure. Dev in Theor and Appi Mech 4, 415-426.
97. Gould PL and Ravichandran RV (1993) Nonlinear analysis of shells of revolution. IASS Bull 34(112), 123-132.
98. Gould PL, Ravichandran RV, and Sridharan S (1994) Efficient nonlinear analysis of column-supported shells, in Proc of IASS-ASCE Int Symp 1994 on Spatial. Lattice, and Tension Struct, Atlanta, ASCE, 927-935.
99. Gould PL, Ravichandran RV, and Sridharan S (1995) A local-global model for the nonlinear analysis of locally imperfect shells of revolution, in Structural Stability and Design (eds S Kitipornchai, GJ Hancock, and MA Bradford), Balkema, Rotterdam, 359-363.
100. Greiner R (1991) Elastic plastic buckling at cone cylinder junctions of silos, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 304-312.
101. Greiner R and Derler P (1995) Effect of imperfections on wind-loaded cylindrical shells. Thin-Walled Struct, 23(I -4), 271 -281.
102. Guggenberger W (1991) Buckling of cylindrical shells under concentrated loads, in Buckling of Shell Structures, on Land, in the Sea, and in the Air(ed JF Jullien), Elsevier Appl Sci, London, 323-333.
103. Guggenberger W (1995) Buckling and postbuckling of imperfect cylindrical shells under external pressure. Thin-Walled Struct 23(1-4), 351 -366.
104. Hagihara S, Miyazaki N, and Munakata T (1991) Bifurcation buckling analysis of a torispherical shell subjected to dynamically loaded internal pressure. Trans of Japan Soc of Mech Eng: Part A 57, 21 16-2121.
105. Hahn GD, She M, and Carney III JF (1992) Buckle propagation in submarine pipelines./Eng Mech, ASCE 118(11), 2191-2206.
106. Harding JE, Dowling PJ, and Agelidis N (eds) (1982) Buckling of Shells in Offshore Structures, Granada, London.
107. Harintho H and Gould PL (1994) Local-global analysis on localized nonlinear shells of revolution. Commun in Numer Methods in Eng 10(11), 933-941.
108. Haroun MA and Mourad SA (1990) Buckling behavior of liquid filled shells under lateral seismic shear. Flow-Structure Vibration and Sloshing-1990, ASME Pressure Vessels and Piping Div Publ, Vol 191, New York, 11-17.
109. Hibbit, Karlsson & Sorensen Inc (1993) Abaqus 5.3. Theory Manual and User's Manual. Hibbit, Karlsson & Sorensen Inc, Providence Rl.
110. Hoff NJ (1965) Low buckling stresses of axially compressed circular cylindrical shells of finite length. J Appl Mech, ASME 32, 533-541.
111. Hoff NJ (1966) The perplexing behavior of thin cylindrical shells in axial compression. Israel J Tech 4(I), 1-28.
112. Hoff NJ, Chao CC, and Madsen WA (1964) Buckling of a thin-walled circular cylindrical shell heated along an axial strip. J Appi Mech, ASME 31, 253-258.
113. Hoff NJ and Rehfield W (1965) Buckling of axially compressed cylindrical shells at stresses smaller than the classical critical value. J Appl Mech, ASME 32, 542-546.
114. Hoff NJ and Soong TC (1965) Buckling of circular cylindrical shells in axial compression. Int J Mech Sci 7, 489-520.
115. Hutchinson JW and Koiter WT (1970) Postbuckling theory. Appi Mech Rev, ASME 23(12), 1353-1366.
116. Ishakov VI (1993) Effect of large deflections and initial imperfections on buckling of flexible shallow hyperbolic paraboloid shells. Int J Sci 35(2), 103-115.
117. Jerath S (1987) Stability of cylindrical shells with and without cutouts and subjected to wind load, in Dynamics of Structures, Proc of Sessions at Struct Congress '87 related to Dynamics of Structures, ASCE (ed JM Roesset), 325-335.
118. Jerath S and Sadid H (1985) Buckling of orthotropic cylinders due to wind load. J Struct Eng, ASCE 111(5), 610-622.
119. Johns DJ (1966) On the linear buckling of circular cylindrical shells under asymmetric axial compressive stress distribution. J Royal Aeron Soc. December, 1095-1097.
120. Ju GT and Kyriakides S (1991a) On the effect of local imperfections on the stability of elastic-plastic shells in bending, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 370-380.
121. Ju GT and Kyriakides S (1991b) Bifurcation buckling versus limit load instabilities of elastic-plastic tubes under bending and external pressure. J Offshore Mech and Arctic Eng 113(1), 43-52.
122. Ju GT and Kyriakides S (1992) Bifurcation and localization instabilities in cylindrical shells under bending. II. Predictions. Int J Solids Struct 29(9), 1143-1171.
123. Jullien JF (ed) (1991) Buckling of Shell Structures on Land, in the Sea. and in the Air. Elsevier Appl Sci, London.
124. Jullien JF and Araar M (1991) Towards an optimal shape of cylindrical shell structures umder external pressure, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 21-32.
125. Juntikis PT and Rotter JM (1983) Buckling of simple ringbeams for bins and tanks, in Proc of Int Conf on Bulk Mat Storage. Handling, and Transportation, lEAust, Newcastle, Aug, 323-328.
126. Jumikis PT and Rotter JM (1986) Buckling of cylindrical shells in nonuniform torsion, in Proc of 10th Australasian Conf on Mech of Struct and Mat, Adelaide, 20-22 August, pp 21 1-216.
127. Kaluza R and Gigiel JM (1995) Experimental analysis of the influence of imposed displacements at the base of a cooling tower on its buckling stability. Thin-Walled Struct 23(1 -4), 367-378.
128. Kamalarasa S and Calladine CR (1988) Buckle propagation in submarine pipelines. Int J Mech Sci 30(3/4), 217-228.
129. Kapania RK (1990) Stability of cylindrical shells under combined wind and snow loads. J Wind Eng and Indust Aerodyn 36, 937-948.
130. Knoedel P and Schulz U (1985) Das bculverhalten von biegcbeanspruchten zylinderschalen mil grossen manteloffnungen. Berichte der Versuchsanstalt fur Stahl. Holz und Steine, Karlsruhe, 4, Folge Heft 12.
131. Knoedel P and Schulz U (1988) Buckling of silo bins loaded by granular solids, Proc of Int Conf: Silos-Forschung und Praxis, Univ of Karlsruhe, W Germany, Oct, 287-302.
132. Knoedel P. Ummenhofer T, and Schulz U (1995) On the modelling of different types of imperfections in silo shells. Thin-Walled Struct 23(14), 283-293.
133. Knebel K and Schweizerhof K (1995) Buckling of cylindrical shells containing granular solids. Thin-Walled Struct 23(I 4), 295-312.
134. Koiter WT (1945) On the Stability of Elastic Equilibrium. PhD Thesis, Univ of Delft (in Dutch).
135. Koiter WT, Elishakoff, I. Li YW, and Starnes Jr JH (1994) Buckling of an axially compressed cylindrical shell of variable thickness. Int J Solids Struct 31(6), 797-805.
136. Koiter WT and Mikhailov GK (eds) (1980) Theory of Shells, Proc of 3rd IUTAM Symp on Shell Theory, 1978, North-Holland, Amsterdam.
137. Kokubo K, Nagashima H, Takayanagi M, and Mochizuki A (1993) Analysis of shear buckling of cylindrical shells. JSME Int Journal, Series A: Mechanics and Material Engineering, 36(3), 259-266
138. Kollar L and Dulacska E (1984) Buckling of Shells for Engineers. Wiley & Sons.
139. Krishnakumar S and Foster CG (1991a) Axial load capacity of cylindrical shells with local geometric defects. Exp Mech, June, 104-1 10.
140. Krishnakumar S, Foster CG (1991b) Multiple geometric defects, their effect on stability of cylindrical shells. Exp Mech 31(3), September, 213-219.
141. Krupka V (1987) Buckling and limit carrying capacity of saddle loaded shells, in Proc of Int Colloq on Stability of Plate and Shell Struct, Gent, Belgium, April, 617-622.
142. Krupka V (1991a) Plastic squeeze of circular shell due to saddle or lug, in Contact Loading and Local Effects in Thin-Walled Plated and Shell Structures (eds V Krupka and M Drdacky), Springcr-Verlag, Berlin, 28-33.
143. Krupka V (1991b) Buckling and plastic punching of circular cylindrical shell due to saddle or lug loads, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, I 1-20.
144. Krupka V (1991c) The background to a new design proposal for saddle supported vessels. Int J Pressure Vessels Piping 46, 51 -65.
145. Krupka V (1992) Buckling of thin-walled steel tanks and pipes in the vicinity of ring ribs which introduce load. Stahlbau 61(12), 377-383.
146. Kyriakides S and Babcock CD (1981) Experimental determination of the propagation pressure of circular pipes. J Pressure Vessel Tech, ASME 103, 328-336.
147. Kyriakides S and Shaw PK (1987) Inelastic buckling of tubes under cyclic bending. J Pressure Vessel Tech, ASME 109, 169-178.
148. Kyriakides S and Ju GT (1992) Bifurcation and localization instabilities in cylindrical shells under bending. I. Experiments. Int J Solids Struct 29(9), I I 17-1 142.
149. Li LY (1990) Influence of loading imperfections on the stability of an axially compressed cylindrical shell. Thin-Walled Struct 10(3), 215-220
150. Li LY and Moiyneaux TCK (1994) Elastic-plastic dynamic instability of long circular cylindrical shells under pure bending. Int J Mech Sci 36(5), 431-437.
151. Libai A and Durban D (1973) A method for approximate stability analysis and its application to circular cylindrical shells under circumferenlially varying loads. J Appl Mech, ASME 40, 971-976.
152. Libai A and Durban D (1977) Buckling of cylindrical shells subjected to nonuniform axial loads. J Appl Mech, ASME 44, 714-720.
153. Limam A, Jullien JF, Greco E, and Lestrat D (1991) Buckling of thin-walled cylinders under axial compression and internal pressure, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Eisevier Appl Sci, London, 359-369.
154. Lin ZQ, Shen HS, and Chen TY (1993) Buckling propagation in marine pipelines. China Ocean Eng 7(1), 3144.
155. Lindberg HE (1991) Dynamic pulse buckling of imperfection-sensitive shells. J Appl Mech, ASME 58(3), 743-748.
156. Liu WK, Chen YJ, Tsukimori K, and Uras RA (1991) Recent advances in dynamic buckling analysis of liquid-filled shells. J Pressure Vessel Tech, ASME 113(2), 314-320.
157. Lorenz Z (1908) Achsensymmetrische Verzerrungen in dunwandigen Hohlzylinder. Z Ver deut Ingr 52, 1766-1793.
158. Louca LA and Harding JE (1994) Torsional buckling of ring-stiffeners in cylindrical shells subjected to external pressure. Proc of Inst of Civil Eng. Struct, and Build 104(2), 219-230.
159. Lu Z, Obrecht H, and Wunderlich W (1995) Imperfection sensitivity of elastic and elastic-plastic torispherical pressure vessel heads. Thin-Walled Struct 12(\1-4), 21 -39.
160. Lundquist EE (1933) Strength test of thin-walled duralumin cylinders in compression. NACA Tech Note, No 473.
161. Lundquist EE (1935) Strength test of thin-walled duralumin cylinders in combined transverse shear and bending. NACA Tech Note, No 523.
162. Manos GC (1994) Shell buckling of metal model cylindrical storage tanks subjected to static lateral loads, in Sloshing. Fluid-Structure Interaction, and Structural Response due to Shock and Impact Loads, ASME Pressure Vessels and Piping Div Pub, Vol 272, New York, 59-66.
163. Miller CD (1982) Experimental study of the buckling of cylindrical shells with reinforced openings. Chicago Bridge and Iron Co. CBI-5388, presented to ASME/ANS Nuclear Eng Conf, Portland OR, July.
164. Miller CD and Vojta JF (1984) Strength of stiffened cylinders subjected to combinations of axial compression and external pressure, in Proc of Struct Stability Res Council Annual Tech Sessions, San Francisco CA, April.
165. Miyazaki N (1988) Creep buckling of circular cylindrical shell under both axial compression nd internal pressure. Comput Struct 28(4), 437-441.
166. Miyazaki N, Hagihara S, and Munakata T (1992) Bifurcation creep buckling analysis of circular cylindrical shell under axial compression. Int J Pressure Vessels Piping 52(I), 1-10.
167. Mok J and Elwi AE (1987) Shear behavior of large diameter fabricated steel tubes. Canadian J Civil Eng 14(3), 97-102.
168. Montague P and Horne MR (1981) The behavior of circular tubes with large openings subject to axial compression. J Mech Eng Sci 23(5), 225-242.
169. Moore I.D and Selig ET (1990) Use of continuum buckling theory for evaluation of buried plastic pipe stability. ASTM Special Tech Pub, No 1093, Philadelphia, USA, 344-359.
170. Murakami T and Yoguchi H (1991) Static and dynamic buckling characteristics of imperfect cylindrical shells under transverse shearing loads, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 391400.
171. Murray NW and Bilston P (1992) Local buckling of thin-walled pipes being bent in the plastic range. Thin-Walled Struct 14(5), 411-434.
172. Narayanan R (ed) (1985) Shell Structures: Stability and Strength. Elsevier Appl Sci Pub, London.
173. Nash WA (I960) Recent advances in the buckling of thin shells. Appl Mech Rev 13(3), 161-164.
174. Nicholls R and Karbhari V (1989) Nondestructive load predictions of concrete shell buckling. J Struct Eng, ASCE 115(5), I191-1211.
175. Niwa A and Clough RW (1982) Buckling of cylindrical liquid-storage tanks under earthquake loading. Earthquake Eng Struct Dvn 10, 107-122.
176. Noor AK (1990) Bibliography of monographs and surveys on shells. Appl Mech Rev 43(9), 223-234.
177. Obaia KH, Elwi AE, and Kulak GL (1992a) Ultimate shear strength of large diameter fabricated steel tubes. J Construct Steel Res 22, 115-132.
178. Obaia KH, Elwi AE, and Kulak GL (1992b) Tests of fabricated steel cylinders subjected to transverse loads. J Construct Steel Res 22, 21-37.
179. Odland J (1991) Design codes for offshore structures, buckling of cylindrical shells, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 277-285.
180. Ohira H (1961) Local buckling theory of axia'tly compressed cylinders, in Proc of I Ith Japanese Nat! Congress on App! Mech, 37-41.
181. Ohira H (1963) Linear local buckling theory of axia'tly compressed cylinders and various eigenvalues, in Proc of 5th Int Symp on Space Tech and Sci, Tokyo, 511-526.
182. Ore E and Durban D (1989) Elastoplastic buckling of annular plate in pure shear. J App! Mech, ASME 56, 644-651.
183. Ore E and Durban D (1992) Elastoplastic buckling of axially compressed circular cylindrical shells. Int J Mech Sci 34(9), 727-742.
184. Palmer S.C (1992) Structural effects of foundation tilt on storage tanks. Proc of Inst of Mech Eng: Part E 206, 83-92.
185. Panagiotopoulos GD (1985) Stress and stability ana'tysis of toroidal shells. Int J Pressure Vessels Piping 20, 87-100.
186. Pedersen PT and Jensen JJ (1976) Buckling of spherical cargo tanks for liquid natural gas. Trans of Royal Inst of Naval Architects 118, 193-205.
187. Pedersen PT and Jensen JJ (1995) Buckling behavior of imperfect spherical shells subjected to different load conditions. Thin-Walled Struct 23(14), 41-55.
188. Pedron C and Combescure A (1995) Dynamic buckling of stiffened cylindrical shells of revolution under a transient laterat pressure shock wave. Thin-Walled Struct 23(14), 85-105.
189. Peek R (1989) Buckling criteria for earthquake-induced oveituming stresses in cylindrical liquid storage tanks, in Seismic Engineering: Research and Practice, ASCE, New York, 428-437.
190. Peek R and El-Bkaily M (1991) Postbuckting behavior of unanchored steel tanks under lateral loads. J Pressure Vessel Tech, ASME 113, 423-428.
191. Peter J (1974) Zur Stabilitat von Kreiszylinderschalen unter Ungleich-mabig Verteilten Axialen Randbelastungen. Dissertation, Tech Univ of Hanover.
192. Radwanska M and Waszczszyn Z (1995) Buckling analysis of a cooling tower shell with measured and theoretically-modelled imperfections. Thin- Walled Struct 23(14), 107-121.
193. Ramm E (ed) (1982) Buckling of Shells. SpringerVerlag, Berlin.
194. Ramm E and Butcher N (1991) Buckling of cylindrical and conical shells under concentrated loading, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 313-322.
195. Rammerstorfer F.G and Scharf K (1990) Storage tanks under earthquake loading. Appl Mech Rev 43(I I), 261-282.
196. Ravichandran RV, Gould PL. and Sridharan S (1992) Localised collapse of shells of revolution using a local-global strategy. Int J for Numer Methods in Eng 35, 1153-1170.
197. Ravichandran RV, Sridharan S, and Gould PL (1994) A local global model for the nonlinear analysis of locally defective shells of revolution, Int J for Numer Methods in Eng 37, 3057-3074.
198. Ravn-Jensen K and Tvergaard V (1990) Effect of residual stresses on plastic buckling of cylindrical shell structures. Int J Solids Struct 26(9-10), 993-1004.
199. Reitinger R and Ramm E (1995) Buckling and imperfection sensitivity in the optimization of shell Structures. Thin-Walled Struct 23(14), 159-177.
200. Resinger F and Greiner R (1982) Buckling of wind loaded cylindrical shells-applications to unstiffened and ring stiffened tanks, in Buckling of Shells (ed E Ramm), Springer-Verlag, Berlin, 305-331.
201. Robertson A (1929) The Strength of tubular struts. ARC Report and Memorandum No I 185.
202. Roche RL and Autrusson B (1986) Experimental tests on buckling of torispherical heads and methods of plastic bifurcation analysis. J Pressure Vessel Tech, ASME 108, 138-145.
203. Roman VG and Elwi AE (1988) Postbuckling shear capacity of thin steel tubes. J Struct Eng, ASCE 114, 2512-2524.
204. Roman VG and Elwi AE (1989) Analysis of the postbuckling behavior of large diameter fabricated steel tubes. J Eng Mech, ASCE 115, 2587-2600.
205. Ross CTF and Humphries M (1993) Buckling of corrugated circular cylinders under uniform external pressure. Thin-Walled Struct 17(4), 259-271.
206. Rotter JM (1986) The analysis of steel bins subject to eccentric discharge, in Proc of 2nd Int Confon Bulk Mat Storage, Handling, and Transportation, IEAust, 264-271.
207. Rotter JM (1987) The buckling and plastic collapse of ring stiffeners at cone/cylinder junctions, in Proc of Int Colloquium on Stability of Plate and Shell Struct, Gent, Belgium, April, 449-456.
208. Rotter JM (1993) The design of circular metal silos for strength, in Proc of Int Svmp - Reliable Flow of Particulate Solids II, Oslo, Norway, Aug, 219-234.
209. Rotter JM, Coleman R, Ding XL, and Teng JG (1992) The measurement of imperfections in cylindrical silos for buckling strength assessment, in Proc of 4th Int Conf on Bulk Mat Storage. Handling, and Transportation, July, 473-479.
210. Rotter JM, Greiner R, Guggenberger W, Li H, and She KM (1993) Proposed design rule for buckling strength assessment of cylindrical shells under local axial loads. Submission to ECCS TWG8.4 Buckling of Shells, September.
211. Rotter JM and Hull TS (1989) Wall loads in squat steel silos during earthquakes. Eng Struct 11(3), 139-147.
212. Rotter JM and Jumikis PT (1985) Elastic buckling of stiffened ringbeams for large elevated bins, in Proc of Metal Struct Conf IEAust, Melbourne, May, 104-111.
213. Rotter JM and Jumikis PT (1988) Non-linear strain-displacement relations for thin shells of revolution. Research Report R563, Sch of Civil and Mining Eng, Univ of Sydney, Australia, November.
214. Rotter JM and Teng JG (1989a) Elastic stability of lapjointed cylinders. J Struct Eng, ASCE 115(3), 683-697.
215. Rotter JM and Teng JG (1989b) Elastic stability of cylindrical, shells with weld depressions. J Struct Eng, ASCE 115(5), 1244-1263.
216. Rotter JM, Teng JG, and Li HY (1991) Buckling in thin elastic cylinders on column supports, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 334-343
217. Rotter JM and Zhang Q (1990) Elastic buckling of imperfect cylinders containing granular solids. J Struct Eng, ASCE 116(8), 2253-2271.
218. Saal H (1982) Buckling of long liquid-filled cylindrical shells, in Buckling of Shells (ed E Raaxnm), SpringerVerlag, Berlin.
219. Saal H and Schrufer W (1991) Stability of wind-loaded shells of cylindrical tanks with unrestrained upper edge, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 223-232.
220. Saigal S, Yang TY, and Kapania RK (1987) Dynamic Buckling of imperfection-sensitive shell structures. J Aircraft 24(10), 719-724.
221. Satnmari A and Jullien JF (1995) Creep buckling of cylindrical shells under external lateral pressure. Thin-Walled Struct 23(1 -4), 255-269.
222. Samuelson L (1985) Buckling of cylindrical shells under axial compression and subjected to localised load, EuroMech Colloquium 200: Postbuck-ling of Elastic Structures, Matrafured.
223. Samuelson L (1991a) The ECCS recommendations on shell stability, design philosophy, and practical applications, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 261-264.
224. Samuelson L (1991b) Effect of local loads on the stability of shells subjected to uniform pressure distribution, in Contact Loading and Local Effects in Thin-Walled Plated and Shell Structures (eds V Krupka and M Drdacky), Springer-Verlag, Berlin, 42-51.
225. Samuelson L and Eggwertz S (1992) Shell Stability Handbook. Elsevier Appl Sci, London.
226. Sanders J.L (1963) Nonlinear theories for thin shells. Quart J Appl Math 20(1), 2136.
227. Schmidt H (1986) Beulversuche an vorverformten kreiszylinder-mod-ellschalen aus kunststoff unter au˜endruck, Test Report No 100230-07, Essen.
228. Schmidt H (1991) The German code DIN 18800 part 4: stability of shell-type steel structures, design philosophy, and practical applications, in Buckling of Shell Structures, on Land, in the Sea. and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 265-269.
229. Schmidt H and Krysik R (1991) Towards recommendations for shell stability design by means of numerically determined buckling loads, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 508-519.
230. Schroeder VP (1972) Uber die stabilitat der querkraftbelasteten dunn-wandigen kreiszylinderschale. Z f Angewandte Math and Mech, TI45-TI48.
231. Sengupta M and Ansourian P (1994) Behaviour of cylindrical tanks subjected to non-uniform pressure, in Proc of Australasian Struct Eng Conf-1994, Sydney, Australia, October, 975-979.
232. Sharma UC, Rotter JM, and Jumikis PT (1987) Shell restraint to ringbeam buckling in elevated steel silos, in Proc of 1st Natl Struct Eng Conf, Melbourne, IEAust. Australia, August, 604-609.
233. She KM and Rotter JM (1993) Nonlinear and stability behavior of discretely supported cylinders. Research Report 93-01, Dept of Civil Eng and Build Sci, Univ of Edinburgh, UK.
234. Shen HS and Chen TY (1991) Buckling and postbuckling behavior of cylindrical shells under combined external pressure and axial compression. Thin-Walled Struct 12(4), 321-334.
235. Shih CF (1987) Buckling of oil storage tanks in SPPL tank farm during 1979 imperial valley earthquake. J Pressure Vessel Tech, ASME 109(2), 249-255.
236. Shilkrut D1 (1983) Bifurcation in tension of nonlinear spherical caps. J Struct Eng, ASCE 109(1), 289-295.
237. Simitses GJ (1986) Buckling and postbuckling of imperfect cylindrical shells: a review. Appl Mech Rev 39(10), 1517-1524.
238. Simitses GJ, Shaw D, Sheinman I, and Giri J (1985) Imperfection sensitivity of fibre-reinforced, composite, thin cylinders, Composites Sci Tech 22, 259-276.
239. Singer J (1980) Buckling experiments on shells a review of recent developments. TAE Report 403, Dept of Aeronaut Eng, Technion, Israel Inst of Tech.
240. Singer J (1982a) Vibration correlation techniques for improved buckling predictions of imperfect stiffened shells, in Buckling of Shells in Offshore Structures (eds JE Harding, PJ Dowling, and N Agelidis), Granada, London, 285-329.
241. Singer J (1982b) The status of experimental buckling investigations of shells, in Buckling of Shells, (ed E Ramm), Springer-Verlag, New York, 501-534. '
242. Singer J (1983) Vibration and buckling of imperfect stiffened shells-recent developments, in Collapse: The Buckling of Structures in Theory and Practice, (eds JMT Thompson and GW Hunt), Cambridge Univ Press, Cambridge, 443-479.
243. Singer J and Abramovich H (1979) Vibration techniques for definition of practical boundary conditions in stiffened shells. AIAA J 17(7), 762-769.
244. Singer J and Abramovich H (1995) The development of shell imperfection measurement techniques. Thin-Walled Struct 23(14), 379-398.
245. Singer J and Rosen A (1976) Influence of boundary conditions on the buckling of stiffened cylindrical shells, in Buckling of Structures, Proc offUTAM Symp, Harvard Univ, Cambridge MA, June 1974, Springer-Verlag, Berlin, 227-250.
246. Soric J (1990) Stability analysis of a torispherical shell subjected to internal pressure. Comput Struct 36(1), 147-156.
247. Soric J (1995) Imperfection Sensitivity of Internally-Pressurized Torispherical Shells. Thin-Walled Struct 23(1-4), 57-66.
248. Southwell RV (1914) On the general theory of elastic stability. Phil Trans. Royal Soc, London, Series A, 213, 187-202.
249. Souza MA and Assaid LMB (1991) A new technique for the prediction of buckling loads from nondestructive vibration tests. Exp Mech, June, 93-97.
250. Speicher G and Saal H (1991) Numerical calculation of limit loads for shells of revolution with particular regard to the applying equivalent initial imperfections, in Buckling of Shell Structures, on Land, in the Sea, and in the Air (ed JF Jullien), Elsevier Appl Sci, London, 466-475.
251. Starnes JH (1974) The effect of cutouts on the buckling of thin shells, in Thin-Shell Structures, Theory. Experiment, and Design (eds YC Fung and EE Sechler), Prentice-Hall, Englewood Cliffs NJ, 289-304.
252. Stein M (1962) The effect on the buckling of perfect cylinders of prebuckling deformations and stresses induced by edge support, in Collected Papers on Instability of Shell Structures, NASA Technical Note, D-1510,217-226. '
253. Stein M (1964) The influence of prebuckling deformations and stresses on the buckling of perfect cylinders. NASA Tech Report TR R-190.
254. Stuhlman CE, DeLuzio A, and Almroth B (1966) Influence of stiffener eccentricity and end moment on stability of cylinders in compression. AIAA J 4, 872-877.
255. Teng JG (1994a) Plastic collapse at lap joints in pressurised cylinders under axial load./Struct Eng, ASCE 120(I), 23-45.
256. Teng JG (1994b) Cone-cylinder intersection under internal pressure: axisymmetric failure. J Eng Mech, ASCE 120(9), 1896-1912.
257. Teng JG (1998a) Cone-cylinder intersection under internal pressure: non-symmetric buckling. J Eng Mech, ASCE 121(12).
258. Teng JG (l998b) Elastic buckling of cone-cylinder intersection under localized circumferential compression. Eng Struct, Accepted for Publication.
259. Teng JG and Lucas RM (1994) Out-of-plane buckling of restrained rings of general open cross-section. J Eng Mech, ASCE 120(5), 929-948.
260. Teng JG and Rotter IM (1988) Buckling of restrained monosymmetric rings. J Eng Mech, ASCE 114(10), 1651-1671.
261. Teng JG and Rotter JM (1989a) Elastic-plastic large deflection analysis of axisymmetric shells. Comput Struct 31(2), 211-233.
262. Teng JG and Rotter JM (1989b) Non-symmetric bifurcation of geometrically nonlinear elastic-plastic axisymmetric shells under combined loads including torsion. Comput Struct 32(2), 453-475.
263. Teng JG and Rotter JM (1989c) Non-symmetric buckling of plate-end pressure vessels. J Pressure Vessel Tech, ASME 111(3), 304-311.
264. Teng JG and Rotter JM (I989d) Buckling of rings in column-supported bins and tanks. Thin-Walled Struct 7(3&4), 251 -280.
265. Teng JG and Rotter JM (1991a) A study of buckling in column-supported cylinders, in Contact Loading and Local Effects in Thin-Walled Plated and Shell Structures (eds V Krupka and M Drdacky), SpringerVerlag, Berlin, 52-61.
266. Teng JG and Rotter JM (1991b) Plastic buckling of rings at steel silo transition junctions. J Construct Steel Res 19, 1-18.
267. Teng JG and Rotter JM (1992) Buckling of pressurized axisymmetrically imperfect cylinders under axial loads, J Eng Mech, ASCE 118(2), 229-247.
268. Teng JG and Rotter JM (1992b) Linear bifurcation of perfect column-supported cylinders: support modelling and boundary conditions. Thin-Walled Struct \4, 241-263.
269. Teng JG and Rotter JM (1992c) Recent research on the behavior and design of steel silo hoppers and transition junctions. J Construct Steel Res 23, 313-343.
270. Teng JG and Rotter JM (1995) Stability assessment of complex shell structures by numerical analysis, Austral Civil Eng Trans, CE37(1), pp 61-69.
271. Tennyson RC (1968) The effects of unreinforced cutouts on the buckling of circular cylindrical shells under axial compression. J Eng for Indust, ASME 90, 541-546.
272. Thompson JMT and Hunt GW (eds) (1983) Collapse: The Buckling of Structures in Theory and Practice, Cambridge Univ Press, Cambridge.
273. Timoshenko SP (1910) Einige Stabilitàtsrobleme der Elastizãtstheorie. Z Math Phvs 58, 337-357.
274. Toda S (1983) Buckling of cylinders with cutouts under axial compression. Exp Mech, December, 414-417.
275. Tooth AS and Susatijo I (1983) A study of the stability of horizontal cylindrical vessels filled with varying amounts of liquid: Part I and Part II, Thin-Walled Struct 1, 121-138.
276. Trahair NS, Abel A, Ansourian P, Irvine HM, and Rotter JM (1983) Structural Design of Steel Bins for Bulk Solids. Austral Inst of Steel Construct, Sydney, Australia.
277. Tvergaard V (1976) Buckling behavior of plate and shell structures, in Theoretical and Applied Mechanics, (ed WT Koiter), Norlh-Holland, 233-247.
278. Uchiyama K, Uematsu Y, and Orinto T (1987) Experiments on the deflection and buckling behavior of ring-stiffened cylindrical shells under wind pressure. J Wind Eng and Indus! Aerodyn 26(2), 195-211.
279. Uemura S and Morita M (1971) Buching of circular cylindrical shells under linearly varying external pressure. Trans of JSME (in Japanese), 37,1100-1106.
280. Uras RA and Liu WK (1990) Dynamic buckling of liquid-filled shells under horizontal excitation. J Sound Vib 141(3), 389-408.
281. Uras RA and Liu WK (1991) Buckling of force-excited liquid-filled shells. J Pressure Vessel Tech, ASME 113(3), 418-422.
282. Vandepitte D, Rathe J, Verhegghe B, Paridaens R, and Verschaeve C (1982) Experimental investigation of buckling of hydrostatically loaded, conical shells and practical evaluation of buckling loads, in Buckling of Shells (ed E Ramm), Springer-Verlag, Berlin, 355-374.
283. von Kármán T and Tsien HS (1941) The buckling of thin cylindrical shells under axial compression. J Aerospace Sci 8, 303-312.
284. Wang A and Zhang W (1991) Asymptotic solution for buckling of toroidal shells. Int J Pressure Vessels Piping 45, 61-72.
285. Wang D, Zhang S, Yang G (1993a) Impact torsional buckling of elastic cylindrical shells with arbitrary form imperfection. Appl Math Mech (English Edition) 14(6), pp 499-505.
286. Wang D, Zhang S, and Yang G (1993b) Impact torsional buckling for the plastic cylindrical shell. Appl Math Mech (English Edition) 14(8), 693-698.
287. Wei X and Shun C (1988) Buckling of locally loaded isotropic, orthotropic, and composite cylindrical shells. J Appl Mech, ASME 55(2), 425-429.
288. Weingarten VI (1962) The buckling of cylindrical shells under longitudinally varying loads.J Appl Mech, ASME 29, 81-85.
289. Weller T (1978) Combined stiffening and in-plane boundary conditions effects on the buckling of circular cylindrical stiffened-shells. Comput Struct 9, 1-16.
290. Weller T and Singer J (1977) Experimental studies on the buckling under axial compression of integrally stringer-stiffened circular cylindrical shells. J Appl Mech, ASME 44, 721 -730.
291. Weller T, Singer J, and Batterman SC (1974) Influence of eccentricity of loading on buckling of stringer-stiffened cylindrical shells, in Thin-Shell Structures, Theory, Experiment, and Design (eds YC Fung and EE Sechler), Prentice-Hall, Englewood Cliffs NJ, 305-324.
292. Weller T, Abramovich H, and Singer J (1986) Application of nondestructive vibration correlation techniques for buckling of spot-welded and riveted stringer stiffened shells. Zeitschrift filer Flugwissenschaften und Weltraumforschung 10(3), 183-189.
293. Wilson WM and Newmark NM (1933) The strength of thin cylindrical shells as columns. Bulletin No 255, Eng Experimental Station, Univ of Illinois.
294. Winter PE de Stark JWB, and Witteveen J (1985) Collapse behavior of submarine pipelines, in Shell Structures: Stability and Strength (ed R Narayanan), Elsevier Appl Sci Pub, 221-246.
295. Wunderlich W. Cramer H, and Obrecht H (1985) Application of ring elements in the non-linear analysis of shells of revolution under non-axi-symmetric loading. Comput Methods in Appl Mech Eng 51, 259-275.
296. Wunderlich W, Obrecht H, and Schnabel F (1987) Nonlinear behavior of externally pressurised toriconical shells-analysis and design criteria, in Stability of Plate and Shell Structures (eds P Dubas and D Vandepitte), 373-386
297. Yamada S and Croll JGA (1993) Buckling and postbuckling characteristics of pressure-loaded cylinders. J Appl Mech, ASME 60(2), 290-299.
298. Yamaki N (1984) Elastic Stability of Circular Cylindrical Shells. North Holland.
299. Yamaki N and Kodama S (1972) Buckling of circular cylindrical shells under compression-report 3: solutions based on the Donnell type equations considering prebuckling edge rotations. Report of the Inst of High Speed Mech, No 25, Tohoku Univ, 99-141.
300. Yamaki N, Naito K. and Sato E (1979) Buckling of circular cylindrical shells under combined action of a transverse shear edge load and hydrostatic pressure, in Proc of Int Conf on Thin-Walled Struct, Univ of Strathclyde, Glasgow UK.
301. Yang HTY, Saigal S, and Liaw DG (1990) Advances of thin shell finite elements and some applications-version I. Comput Struct 35, 481-504
302. Yao JC (1963) Buckling of a truncated hemisphere under axial tension. Al A A J 1,2316-2319.
303. Yeh KY, Song WP, and Rimrott FPJ (1992) Nonlinear instability of corrugated diaphragms. AIAA -730(9), 2325-2331.
304. Yun H and Kyriakides S (1990) On the beam and shell modes of buckling of buried pipelines. Soil Dyn and Earthquake Eng 9(4), 179-193.
305. Zamrik SY and Dietrich D (eds) (1982) Pressure Vessels and Piping: Design Technology-1982 - A Decade of Progress, ASME, New York.
306. Zhang O and Ansourian P (1991) Stability of silo wall stiffened by particulate solids. Austral Civil Eng Trans, CE33(2), 137-141.
307. Zhou M, Zheng S, and Zhang W (1992) Study on elephant-foot buckling of broad liquid storage tanks by nonlinear theory of shells. Comput Struct, 44(4), 783-788.