Skip to main navigation Skip to search Skip to main content

Comparative Analysis of Transient Dynamic Responses on Timoshenko Beams

  • Universidad Peruana de Ciencias Aplicadas

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

Abstract

This research aims to analyze the transient dynamic behavior of beams using the Timoshenko theory. The proposed formulation employs three independent variables for the displacement field to apply them on Hamilton's Principle. Temporal approximation is developed through Newmark method. The validity of this approach is given by numerical results obtained for cantilever and simply supported beams from comparing to similar research.

Original languageEnglish
Title of host publicationProceedings of the 21st LACCEI International Multi-Conference for Engineering, Education and Technology
Subtitle of host publicationLeadership in Education and Innovation in Engineering in the Framework of Global Transformations: Integration and Alliances for Integral Development, LACCEI 2023
EditorsMaria M. Larrondo Petrie, Jose Texier, Rodolfo Andres Rivas Matta
PublisherLatin American and Caribbean Consortium of Engineering Institutions
ISBN (Electronic)9786289520743
DOIs
StatePublished - 2023
Event21st LACCEI International Multi-Conference for Engineering, Education and Technology, LACCEI 2023 - Buenos Aires, Argentina
Duration: 19 Jul 202321 Jul 2023

Publication series

NameProceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
Volume2023-July
ISSN (Electronic)2414-6390

Conference

Conference21st LACCEI International Multi-Conference for Engineering, Education and Technology, LACCEI 2023
Country/TerritoryArgentina
CityBuenos Aires
Period19/07/2321/07/23

Keywords

  • Finite Elements
  • Hamilton's Principle
  • Newmark Method
  • Ratio of disturbance
  • Timoshenko beams
  • Transient Responses

Fingerprint

Dive into the research topics of 'Comparative Analysis of Transient Dynamic Responses on Timoshenko Beams'. Together they form a unique fingerprint.

Cite this