Skip to main content
Have a personal or library account? Click to login
Coupled Static and Dynamic Buckling Modelling of Thin-Walled Structures in Elastic Range Review of Selected Problems Cover

Coupled Static and Dynamic Buckling Modelling of Thin-Walled Structures in Elastic Range Review of Selected Problems

Open Access
|Jun 2016

References

  1. 1(1988), A versatile model for interactive buckling of columns and beam-columns,, Vol. 24, 481–486.
  2. 2(1997), Dynamic pulse buckling of rectangular composite plates,Vol. 28B, 301-308.
  3. 3(2009),Structural analysis and design, Springer, Verlag, New York, USA.
  4. 4(1997), Analytic and finite element solutions for bending and buckling of orthotropic rectangular plates,Vol. 34, No. 14, 1797–1822.
  5. 5(1993), Euler buckling of thin-walled composite columns,Vol. 17, 237–258.
  6. 6(2014), Koiter asymptotic analysis of folded laminated composite plates,, Vol.61, 267-274.
  7. 7(2009), Finite element analysis of torsional and torsional-flexural stability problems,Vol. 2, 335-352.
  8. 8(2010),Oxford University Press, UK.
  9. 9(2009), Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns,Vol. 65, 1677–1684.
  10. 10(1985), Mode interaction in thin-walled structural members,Vol. 12, 517-542.
  11. 11(1985). Interactive buckling analysis with finite strips,, Vol. 21,145-161.
  12. 12(1990), Lateral-distortional buckling of tee-section beams,Vol. 10, 13-30.
  13. 13(1966),. Report SM-7, NASA CR-66072, USA.
  14. 14(1966), Survey of some buckling problem.Vol. 4, 1505-1510.
  15. 15(1979), Applicability of an asymptotic expansion for elastic buckling problems with mode interaction,, Vol. 17, 630-633.
  16. 16(1988), Elastic buckling problem with infinitely many local modes,Vol. 15, 413-435.
  17. 17(1977), Mode interaction in axially stiffened cylindrical shells,, Vol.15, 941-48.
  18. 18(1998), Pertubative approach to elastic post-buckling analysis,, Vol. 66, 585-595.
  19. 19(1997), Review and compilation of experimental results on thin-walled structures., Vol. 65 No. 1, 47–67.
  20. 20(1999), Experimental study of dynamic buckling of plates under fluid-solid slamming. InternationalVol. 22, 675-691.
  21. 21(2002), Theoretical study of dynamic elastic buckling of columns subjected to intermediate velocity impact loads,Vol. 44, 687-702.
  22. 22(2013), Experimental investigation post-buckling behaviour of composite column with top-hat cross section,Vol. 2, 105–109.
  23. 23(2013a), Buckling and postbuckling behaviour of thin-walled composite channel section column”,Vol. 100, 195-204.
  24. 24(2013b), Experimental investigation of channel-section composite profiles’ behaviour with various sequences of plies subjected to static compression,Vol. 71, 147–154.
  25. 25(1984), A continuum mechanics based four-node shell element for general nonlinear analysis,Vol. 1, 77-88.
  26. 26(1987), Buckling of thin-walled members by finite elements,Vol. 25, 183-190.
  27. 27(2009), Asymptotic post-buckling FEM analysis using correlational formulation,Vol. 46, 377–397.
  28. 28(1999), Sanitizing of locking in Koiter perturbation analysis through mixed formulation,, Vol. 180,137-167.
  29. 29(1995), Dynamic buckling of nonlinear resin matrix composite structures,Vol. 32, 81-88.
  30. 30(1989), Interactive buckling in thin-walled beams – II. Applications,, Vol. 25, 729-749.
  31. 31(1985), Instability of laminated composite thin-walled open-section beams,Vol. 4, 299–313.
  32. 32(2003), Cold-formed steel structures,Vol. 59, 473–487.
  33. 33(1967), The effects of various parameters on the dynamic stability of shallow arch,Vol. 34, 349-356.
  34. 34(1968), On dynamic stability of elastic bodies with prescribed initial conditions,, Vol. 4, 1-21.
  35. 35. (1966), Dynamic buckling estimates,Vol. 4, 525-530.
  36. 36. Kappos AJ. Dynamic Loading and Design of Structures, Spon Press, Taylor & Francis Group, 2002.
  37. 37(2004),Unified Approach. Kluwer Academic Publishers, USA.
  38. 38(1987), Numerical analysis of dynamic quasi-bifurcation,Vol. 4, 48-52.
  39. 39(1976),, WTHD Report 590, Delft.
  40. 40(1974),, Buckling of Structures/Proceedings of IUTAM Symposium. Cambridge, 133–148.
  41. 41(1987a), Mode interaction in thin-walled trapezoidal column under uniform compression,, Vol. 5, 329-342.
  42. 42(1987b), Mode interaction in wide plate with closed section longitudinal stiffeners under compression,Vol. 35, 591-609.
  43. 43(1988), Some aspects of mode interaction in thin-walled stiffened plate under uniform compression,Vol. 36, 167-179.
  44. 44(1989a), Interactive buckling of thin-walled beams with open and closed cross-section,Vol. 37, 375-397.
  45. 45(1989b), Mode interaction in wide plate with angle section longitudinal stiffeners under compression,Vol. 37, 117-135.
  46. 46(1989c), Some thoughts on mode interaction in thin-walled columns under uniform compression., Vol. 7, 23-35.
  47. 47(1993a), Influence of modification of boundary conditions on load carrying capacity in thin-walled columns in the second order approximation,, Vol. 30, 2597-2609.
  48. 48(1993b), Interactive buckling of thin-walled beams with open and closed cross-sections,Vol. 15, 159-183.
  49. 49(1996), Semi-analytical method for the analysis of the interactive buckling of thin-walled elastic structures in the second order approximation,, Vol. 33, 3779-3790.
  50. 50(2007), Some aspects of dynamic interactive buckling of composite columns,Vol. 45, 866–871.
  51. 51(2009), Static and dynamic interactive buckling of composite columns,Vol. 47, 177-192.
  52. 52(2013), Semi-analytical method versus the FEM for analyzing of the local post-buckling of thin-walled composite structures,Vol. 97, 99–106.
  53. 53(1995), Interactive elastic buckling of thin-walled closed orthotopic beam-columns,Vol. 43, 571-590.
  54. 54(2002), Modal coupled instabilities of thin-walled composite plate and shell structures,Vol. 76, 303-313.
  55. 55(1999), Mode interactive buckling of thin-walled composite beam-columns regarding distortional deformations,Vol. 37, 1577-1596.
  56. 56(2005), Load-carrying capacity of thin-walled composite structures,Vol. 67, 417–426.
  57. 57(2007), Interactive dynamic buckling of orthotropic thin-walled channels subjected to in-plane pulse loading,Vol. 81, 222-232.
  58. 58(1995), Influence of local postbuckling behaviour on bending of thin-walled elastic beams with central intermediate stiffeners,Vol. 43, No. 3, 383-396.
  59. 59(1995), Interactive buckling of thin-walled closed elastic column-beams with intermediate stiffeners,Vol. 32, 1501-1516.
  60. 60(2000), Interactive buckling of thin–walled beam–columns with intermediate stiffeners or/and variable thickness,Vol. 37, 3323–3344.
  61. 61(1997), Nonlinear dynamic buckling of multi-dof structural dissipative system under impact loading,Vol. 19, 63-80.
  62. 62(2007), Experimental tests of stability and load carrying capacity of compression thin-walled multi-cell columns of triangular cross-section,Vol. 45, 883–887.
  63. 63(1996), Experimental analysis of post-buckling and collapse behaviour of thin-walled box-section beam,Vol. 26, 287–314.
  64. 64(2007), Criteria of dynamic buckling estimation of thin-walled structures,Vol. 45, 888–892.
  65. 65(2013),Springer Verlag, London, UK.
  66. 66(2007), Compression tests of high strength cold-formed steel channels with buckling interaction,Vol. 63, 1590–1602.
  67. 67(1979), Post-buckling strength of thin-walled members,Vol. 10, 689-702.
  68. 68(1984), A nonlinear finite element computer program for thin-walled member,Vol. 2, 355-376.
  69. 69(1987),Kluwer Academic Publishers.
  70. 70(2006),. Springer, Verlag, New York, USA.
  71. 71(2011), Buckling. and optimal design of cold-formed thin-walled beams: Review of selected problems,Vol. 49, 554-561.
  72. 72(2012), Buckling study of thin-walled channel beams with double box-flanges in pure bendin,Vol. 48, No. 4, 317-325.
  73. 73(2010), Elastic buckling of cold-formed thin-walled channel beams with drop flanges,Vol. 136, No. 7, 886-96.
  74. 74(1981), Interaction of buckling modes of stiffened plate under compression,, Vol.1, 24-29.
  75. 75(1982), Theory of interaction buckling of stiffened thin-walled structures,Vol.46, 337-345.
  76. 76(1985), Stability of shells and plates with T-section stiffeners,Vol. 2, 3 4-38.
  77. 77(1988), Interactive buckling of stiffened plate under compression,, Vol. 5, 152-159.
  78. 78(2005), Buckling analysis of trapezoidal composite sandwich plate subjected to in-plane compression,Vol. 69, 482–490.
  79. 79(2007), Behaviour of composite columns of closed cross-section under in-plane compressive pulse loading,Vol. 45, 902-905.
  80. 80(1989), Interactive buckling in thin-walled beams; Part I: Theory; Part II: Applications,, Vol. 25, 715–749.
  81. 81(2008),. John Wiley&Sons Inc, USA.
  82. 82(2005), The problem of stability of web sheets in box-girders of overhead cranes,Vol. 43, 1913-1925.
  83. 83(2007), Experimental investigation of delamination buckling of stitched composite laminates,; Vol. 38, 2024–2033.
  84. 84(2000), Dynamic buckling of thin isotropic plates subjected to in-plane impact,Vol. 38, 267-283.
  85. 85(1987), Asymmetric interactive buckling of thin-walled columns with initial imperfection,, Vol. 3, 365–386.
  86. 86(1987),Proceedings of the International Colloq. on Stability of Plate and Shell Structures. University Ghent, 235–240.
  87. 87(1985), On the effect of the local overall interaction on the postbuckling of uniformaly compressed channels,Vol. 3, 283-321.
  88. 88(1970) Elastic lateral buckling of steel beams,Vol. 96, No. 9, 1919-1932.
  89. 89(1999), Lateral buckling test on cold-formed channel beams,Vol. 125, No. 5, 532–539.
  90. 90(1973), Coupled local buckling in wide flange beam columns, Journal of Structural Engineering ASCE 1973;99(6):1003-23.
  91. 91(1996), Dynamic buckling of composite shells.Vol. 59, 43-55.
  92. 92(1990),Springer Verlag, New York, USA.
  93. 93(2006),Butterworth-Heinemann, USA.
  94. 94(1998),, Vol. 1, John Wiley & Sons Inc., New York, USA.
  95. 95(2002),, Vol. 2, John Wiley & Sons Inc., New York, USA.
  96. 96(1983), Doubly symmetric interactive buckling of plate structures,, Vol. 19, 625-641.
  97. 97(1985), Interactive buckling in thin-walled beam-columns,Vol. 111, 1470–1486.
  98. 98(1986), An improved interactive buckling analysis of thin-walled columns having doubly symmetric sections,, Vol. 22, 429–443.
  99. 99(1984), Columns static and dynamic interactive buckling,Vol. 110, 49–65.
  100. 100(2000),Cambridge University Press, Cambridge, New York, USA.
  101. 101. T(1975), Dynamic stability of cylindrical shell under step loading,Vol. 42, 190-194.
  102. 102(2007), Static and dynamic interactive buckling of isotropic thin–walled closed columns with variable thickness,, Vol. 45, 936–940.
  103. 103(2010), Dynamic. multimode buckling of the thin-walled columns with subjected to in-plane pulse loading,, Vol. 45, 207-218.
  104. 104(2011), Dynamic critical load based on different stability criteria for coupled buckling of columns with stiffened open cross-sections,, Vol. 49, 589-595.
  105. 105(2003), Natural frequencies of thin-walled structures with central intermediate stiffeners or/and variable thickness,Vol. 41, 291–316.
  106. 106(2004), Interactive buckling and load carrying capacity of thin–walled beam–columns with intermediate stiffeners,Vol. 42, 211–254.
  107. 107(2005), Buckling of thin-walled composite structures with intermediate stiffeners,Vol. 69, 421-428.
  108. 108(2013), Coupled dynamic buckling of thin-walled composite columns with open cross-sections,Vol.95, 28–34.
  109. 109(1973),, Wiley, New York, USA.
  110. 110(1987), Local and overall buckling in thin-walled beams and columns., Vol. 113, No. 4, 769-786.
  111. 111(2006), A computational and experimental analysis of the buckling. postbuckling and initial failure of pultruded GRP columns,Vol. 84, 1527–1537.
  112. 112(1973), Imperfections sensitivity of a wide integrally stiffened panel under compression,, Vol. 9,177-192.
  113. 113(1973), Influence of post-buckling behaviour on optimum design of stiffened panels,, Vol. 9, 1519–34.
  114. 114(ed.) (2009),Cambridge University Press, UK.
  115. 115(2007),Cambridge University Press, UK.
  116. 116(1972),Science, Moscow, Russia.
  117. 117(2012), Non-linear parametric vibrations of a composite column un-der uniform compression,Vol. 226, 1921-1938.
  118. 118(1989), Dynamic buckling of beams and plates subjected to axial impact,Vol. 37, 835-851.
  119. 119(1990), Accurate and efficient nonlinear formulation of a nine-node shell element with spurious mode control,Vol. 35, 621-641.
  120. 120(2007), An experimental study of pultruded glass fibre reinforced plastics channel columns at elevated temperatures,Vol. 81, 84–95.
  121. 121(2004), Nonlinear dynamic buckling of stiffened plates under in-plane impact load,, Vol. 5, 609-617.
DOI: https://doi.org/10.1515/ama-2016-0023 | Journal eISSN: 2300-5319 | Journal ISSN: 1898-4088
Language: English
Page range: 141 - 149
Submitted on: Sep 30, 2015
Accepted on: May 17, 2016
Published on: Jun 8, 2016
Published by: Bialystok University of Technology
In partnership with: Paradigm Publishing Services

© 2016 Zbigniew Kołakowski, Andrzej Teter, published by Bialystok University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.