Bounding of Frame Buckling Loads

Korn, Alfred

doi:10.1061/jsdeag.0002655

J. Struct. Div.

1970

DOI: 10.1061/jsdeag.0002655

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Bounding of Frame Buckling Loads

Alfred Korn

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1977

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Finite element post‐buckling analysis for frames

Care

Lawther

Kabaila

1977

Numerical Meth Engineering

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SUMMARYPresented in this paper is a direct method of analysis of the elastic non-linear behaviour of frames. Emphasis is given to the method's capability of tracing the post-buckling path from a bifurcation point although the method can also trace the non-linear behaviour of frames with eccentricities. The method is proposed as an alternative to the main methods currently in use, the perturbation method and the incremental method. Conditions for equilibrium and stability are developed from a variational approach to the total potential. A finite element approximation is made and an efficient solution technique for the resulting non-linear equations is developed.Results for three frames are given demonstrating good agreement with solutions generated from other approaches.

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Finite element post‐buckling analysis for frames

Care

Lawther

Kabaila

1977

Numerical Meth Engineering

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Elastic stability and buckling loads of three dimensional nonuniform framed systems by finite element method using spatial line elements

Bagci

1979

Computers & Structures

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Elastic Critical Loads on Multistory Rigid Frames

Awadalla

1983

J. Struct. Eng.

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Bounding of Frame Buckling Loads

Cited by 4 publications

References 0 publications

Finite element post‐buckling analysis for frames

Finite element post‐buckling analysis for frames

Elastic stability and buckling loads of three dimensional nonuniform framed systems by finite element method using spatial line elements

Elastic Critical Loads on Multistory Rigid Frames

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