Inelastic buckling of tapered members with accumulated strain

M. C. Kim; G. C. Lee; K. C. Chang

doi:10.12989/sem.1995.3.6.611

Inelastic buckling of tapered members with accumulated strain

M. C. Kim
, G. C. Lee
, K. C. Chang

Department of Civil, Structural & Environmental Engineering

SUNY Buffalo

Research output: Contribution to journal › Article › peer-review

9 Scopus citations

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.

Original language	English
Pages (from-to)	611-622
Number of pages	12
Journal	Structural Engineering and Mechanics
Volume	3
Issue number	6
DOIs	https://doi.org/10.12989/sem.1995.3.6.611
State	Published - 1995

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10.12989/sem.1995.3.6.611

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title = "Inelastic buckling of tapered members with accumulated strain",

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.",

author = "Kim, \{M. C.\} and Lee, \{G. C.\} and Chang, \{K. C.\}",

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AU - Lee, G. C.

AU - Chang, K. C.

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N2 - 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.

AB - 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.

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DO - 10.12989/sem.1995.3.6.611

M3 - Article

AN - SCOPUS:0029404450

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VL - 3

SP - 611

EP - 622

JO - Structural Engineering and Mechanics

JF - Structural Engineering and Mechanics

IS - 6

ER -

Inelastic buckling of tapered members with accumulated strain

Abstract

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