Comparative Analysis of Transient Dynamic Responses on Timoshenko Beams (#1317)
Read ArticleDate of Conference
July 19-21, 2023
Published In
"Leadership in Education and Innovation in Engineering in the Framework of Global Transformations: Integration and Alliances for Integral Development"
Location of Conference
Buenos Aires
Authors
Arciniega, Roman
Escobal, Herly
Valencia, Roberto
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 researches.