Improved First Order Formulation for Buckling Analysis of Functionally Graded Beams

Augusto Vallejos, Shammely Ayala, Roman Arciniega

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

1 Scopus citations

Abstract

In this research, an improved first order formulation is presented to study the critical buckling load in functionally graded beams. The formulation has five independent variables in comparison with the Timoshenko theory that has three. The Trefftz criterion is utilized with incremental and fundamental states to define the stability analysis. Virtual work statements are derived for the finite element model where the field variables are interpolated by Lagrange polynomials. The numerical results are compared and verified with other formulations found in literature. Parametric studies are also carried out for buckling behavior due to different slenderness ratios, power-law indices and boundary conditions. Applications of the model to functionally graded materials show the validity of the present approach.

Original languageEnglish
Title of host publication2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
EditorsMonica Andrea Rico Martinez
PublisherInstitute of Electrical and Electronics Engineers Inc.
ISBN (Electronic)9781728194660
DOIs
StatePublished - 30 Sep 2020
Event2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - 2020 International Conference on Innovation and Trends in Engineering, CONIITI 2020 - Bogota, Colombia
Duration: 30 Sep 20202 Oct 2020

Publication series

Name2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings

Conference

Conference2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - 2020 International Conference on Innovation and Trends in Engineering, CONIITI 2020
Country/TerritoryColombia
CityBogota
Period30/09/202/10/20

Keywords

  • buckling
  • finite element model
  • functionally graded beams
  • Improve first order theory
  • stability analysis

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