Buckling Analysis of Inclined Beam-Column Structures by Using Differential Transform Method (DTM)

Ayse Ozkan; Ibrahim Özkol

doi:10.4028/www.scientific.net/AMM.390.251

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 390Buckling Analysis of Inclined Beam-Column...

Buckling Analysis of Inclined Beam-Column Structures by Using Differential Transform Method (DTM)

Abstract:

In this work a classical structural element inclined beam-column has been analyzed for two boundary conditions by applying a semi-analytical numerical technique differential transform method (DTM).Eigenvalues related to critical load and length, and deflection curves are presented for pinned-pinned and clamped-pinned end condition cases.

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Periodical:

Applied Mechanics and Materials (Volume 390)

Pages:

251-255

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.390.251

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Online since:

August 2013

Authors:

Ayse Ozkan, Ibrahim Özkol

Keywords:

Boundary Condition, Buckling, Critical Load, Differential Transform Method (DTM), Eigenvalue, Inclined Beam-Column

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