Numerical simulation of the structural behavior of tubular profiles submitted to ultra-low cycles fatigue
DOI:
https://doi.org/10.13140/RG.2.2.28053.42723Keywords:
ultra-low cycling fatigue, tubular steel elements, fails due to local bucklingAbstract
In the present work of investigation the numerical behavior of structural profiles of steel of thin wall is studied, of Venezuelan national production Conduven ECO, of square cross section, constructed in the form of beam type cantilever, under the effects of Fatigue of Ultra-Low Cycling. Experimental tests were carried out where histories of cyclic displacements were applied, with very low speed and acting in a range that goes from the yielding effort to the last effort of the element, obtaining a degradation of the resistant capacity of the profiles, these experimental results were compared with the numerical simulations made through a commercial program of finite elements, obtaining satisfactory results.
Downloads
References
A. Hamidreza, A. Aghakouchak, S.Sharif y M. D. Engelhardt «Finite element simulation of ultra low cycle fatigue cracking in steel structures» Journal of Constructional Steel Research, 89, pp 175-184, 2013
L. Lopez, R.Picon y M. Marante «ANÁLISIS EXPERIMENTAL DE PERFILES TUBULARES DE PARED DELGADA SOMETIDOS A FATIGA DE ULTRA-BAJO CICLAJE» Revista Gaceta Técnica, 18, pp 23-34, 2017
R. Febres, "Modelo de daño para porticos planos de acero bajo cargas histeréticas" Merida, Venezuerla, 2002
R. Febres, P. Inghlesis y J. Florez-Lopez «Modeling of local buckling in tubular steel frames subjected to cyclic loading» Computers and Structures, 81, pp 32-46, 2003
L.Lopez, R. Picon y M.Marante «ANALISIS EXPERIMENTAL DE PERFILES TUBULARES DE PARED DELGADA SOMETIDOS A FATIGA DE ULTRA-BAJO CICLAJE» Trabajo de Grado, Universidad Centroccidental Lisandro Alvarado, Barquisimeto, Venezuela, 2017
M. Y. Uzcategui «Desarrollo de un programa de elementos finitos tridimensional basado en la WEB» Merida. 2012.
HKS «Abaqus User's Manual 6.2-1» Hibbit, Karlson and Soresen Inc, Providence, EEUU, 2000
P. Inglessis «Modelado del comportamiento de pórticos de acero mediante la teoria del daño concentrado» Merida, Venezuela, 1999
Published
How to Cite
Issue
Section
Copyrights of the author / s from the year of publication
This work is under international license Creative Commons Reconocimiento-NoComercial-CompartirIgual 4.0.
The opinions expressed by the authors do not necessarily reflect the position of the editor of the publication or UCLA. The total or partial reproduction of the texts published here is authorized, provided that the complete source and electronic address of this journal is cited. Authors have the right to use their articles for any purpose as long as it is done nonprofit. The authors can post on the internet or any other media the final approved version of their work.
.png)
