Buckling analysis of inclined beam-column structures by using differential transform method (DTM)

Ayse Ozkan, Ibrahim Ozkol

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

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.

Original languageEnglish
Title of host publicationMechanical and Aerospace Engineering IV
Pages251-255
Number of pages5
DOIs
Publication statusPublished - 2013
Event2013 4th International Conference on Mechanical and Aerospace Engineering, ICMAE 2013 - Moscow, Russian Federation
Duration: 20 Jul 201321 Jul 2013

Publication series

NameApplied Mechanics and Materials
Volume390
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference2013 4th International Conference on Mechanical and Aerospace Engineering, ICMAE 2013
Country/TerritoryRussian Federation
CityMoscow
Period20/07/1321/07/13

Keywords

  • And differential transform method (DTM)
  • Boundary conditions
  • Buckling
  • Critical load
  • Eigenvalue
  • Inclined beam-column

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