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- W2045596161 abstract "This paper deals with the two-mode initial postbuckling analysis of geometrically imperfect beams on elastic foundation under compression. By adjusting the beam length to the characteristic length ratio, it is found that the resulting two-mode stability problem may be classified as the double-cusp model in catastrophe theory. The appropriate postbuckling coefficients are computed with the use of Koiter’s theory of elastic stability. The equilibrium paths and the critical sets are plotted and analysed. Eight independent control parameters are suggested. The paper is the first in the open literature to apply the double-cusp model to a two-mode stability problem which displays imperfection-sensitivity." @default.
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- W2045596161 date "1986-05-08" @default.
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- W2045596161 title "Imperfection-sensitivity of elastically supported beams and its relation to the double-cusp instability model" @default.
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- W2045596161 doi "https://doi.org/10.1098/rspa.1986.0046" @default.
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