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- W1977500909 abstract "The stability of columns with continuous flexural rigidity monotonically changing along the length of the beam is considered. A new analytical solution for the buckling load is developed in terms of Airy functions for pin-ended columns. Buckling loads for different modes and upper bounds are given when the flexural rigidity at any cross section multiplied by a linear function of position stays constant along the beam. The buckling load for any mode is less than the critical load corresponding to a column of the same length and of constant flexural rigidity whose value is the minimum along the beam of variable flexural rigidity studied. The solution has applications to tapered pin-ended columns with variable modulus of elasticity." @default.
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- W1977500909 date "1992-03-01" @default.
- W1977500909 modified "2023-09-25" @default.
- W1977500909 title "Buckling of Columns of Variable Flexural Rigidity" @default.
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- W1977500909 doi "https://doi.org/10.1061/(asce)0733-9399(1992)118:3(640)" @default.
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