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Structural Engineering and Mechanics Volume 3, Number 6, November 1995 , pages 611-622 DOI: https://doi.org/10.12989/sem.1995.3.6.611 |
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Inelastic buckling of tapered members with accumulated strain |
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Kim MC, Lee GC, Chang KC
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| Abstract | ||
| This paper is concerned with inelastic load carrying capacity of tapered steel members with or without accumulated plastic strains resulted from previous loading histories. A finite element program is developed using stiffness matrices of tapered members and is applicable for analyses with material and geometric nonlinearity. Results of analyses are compared with other available solutions and with experimental results. | ||
| Key Words | ||
| tapered member, inelastic buckling, accumulated strain | ||
| Address | ||
| Kim MC, SUNY BUFFALO,DEPT CIVIL ENGN,BUFFALO,NY 14260 NATL TAIWAN UNIV,DEPT CIVIL ENGN,TAIPEI 10764,TAIWAN | ||