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- W1591023800 abstract "Summary In this paper, theoretical analysis of tapered column's bearing capacity is presented. A slender axially loaded column loses stability, when it achieves critical load (1). Critical load for uniform column can be calculated using L. Euler's formula (3). But this formula is only for uniform members. When we have non-uniform member, column's moment of inertia about strong axis (Fig 3) chances according to law (4). A. N. Dinik [4] suggested a differential equation (6) for non-uniform axially loaded member. So the critical load of tapered column can be calculated as for uniform member with additional factor K using (7) formula. Factor K depends only on the moments of inertia ratio (5) of column ends. In this paper, critical load of tapered column was calculated using FE program COSMOS/M. A lot of simulation were carried out with a wide range of moments of inertia ratio. From these simulations factor K was calculated (Fig 4 and Table 1) for axially loaded pin-end column. By computer simulation it was de..." @default.
- W1591023800 created "2016-06-24" @default.
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- W1591023800 date "2000-01-01" @default.
- W1591023800 modified "2023-09-26" @default.
- W1591023800 title "STABILITY OF AXIALLY LOADED TAPERED COLUMNS" @default.
- W1591023800 cites W575599949 @default.
- W1591023800 doi "https://doi.org/10.1080/13921525.2000.10531581" @default.
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