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- W2041758049 abstract "Mode interaction between local and global buckling modes is studied for two types of thin-walled beam structures, using a method of analysis presented in Part I of the author's paper [Mollmann and Goltermann (1989). Int. J. Solids Structures25, 715–728]. This method involves a combination of the finite strip method and Koiter's asymptotic theory of stability. It appears that the interaction essentially involves three buckling modes (one global and two local modes), and that the inclusion of additional nearly simultaneous local buckling modes in the analysis does not alter the results perceptibly (in the case of local imperfections). In both examples, substantial reductions of load-carrying capacity due to mode interaction and imperfection sensitivity (up to about 50%) arc observed. Some of the 2nd order fields and 4-index coefficients exhibit a marked dependence on the value of the load factor at which they are evaluated. For both structures, the load-carrying capacities have been determined for different values of the ratio between global and local critical loads. When this ratio is greater than one (i.e. when the local critical load is smaller than the global), the load carrying capacity will exceed the local critical load if the imperfections are sutliciently small." @default.
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- W2041758049 date "1989-01-01" @default.
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- W2041758049 title "Interactive buckling in thin-walled beams—II. Applications" @default.
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- W2041758049 doi "https://doi.org/10.1016/0020-7683(89)90010-3" @default.
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