An innovative design solution is presented in this paper; it allows the enhancement of structural resistance and the dynamic performances of a vibrating screen for inert materials. The new design does not significantly affect the geometry of the traditional screens, keeping the same global dimensions and almost the same mass value. In fact the aim of this study was to design a new vibrating screen having almost the same dimensions but that could give a much higher dynamic structural resistance at frequencies and load amplitudes much higher than the nominal ones. Numerical finite element models were generated to investigate the structural and dynamic behavior of a standard vibrating screen. These analyses allowed the modification of the geometrical parameters of the traditional screen and to design the new one. Accurate three-dimensional FE models were so generated in order to evaluate the best design solution, in terms of dynamic structural resistance, able to reduce the stress values at the most stressed area. The fatigue resistance of all the components of the new screen was checked, with particular attention to the welding joints. Experimental full scale tests on a prototype of the new screen were carried out in order to validate the numerical models and mostly to verify the structural integrity of the vibrating screen during the working conditions. Strains at the surface of the most stressed areas of the screen were measured in dynamic working conditions, at different frequencies and load amplitudes; these stress values were compared with the numerical ones in order to validate the numerical results. The new screen was patented.

(2015). Innovative structural solution for heavy loaded vibrating screens [journal article - articolo]. In MINERALS ENGINEERING. Retrieved from http://hdl.handle.net/10446/57484

Innovative structural solution for heavy loaded vibrating screens

BARAGETTI, Sergio
2015-01-01

Abstract

An innovative design solution is presented in this paper; it allows the enhancement of structural resistance and the dynamic performances of a vibrating screen for inert materials. The new design does not significantly affect the geometry of the traditional screens, keeping the same global dimensions and almost the same mass value. In fact the aim of this study was to design a new vibrating screen having almost the same dimensions but that could give a much higher dynamic structural resistance at frequencies and load amplitudes much higher than the nominal ones. Numerical finite element models were generated to investigate the structural and dynamic behavior of a standard vibrating screen. These analyses allowed the modification of the geometrical parameters of the traditional screen and to design the new one. Accurate three-dimensional FE models were so generated in order to evaluate the best design solution, in terms of dynamic structural resistance, able to reduce the stress values at the most stressed area. The fatigue resistance of all the components of the new screen was checked, with particular attention to the welding joints. Experimental full scale tests on a prototype of the new screen were carried out in order to validate the numerical models and mostly to verify the structural integrity of the vibrating screen during the working conditions. Strains at the surface of the most stressed areas of the screen were measured in dynamic working conditions, at different frequencies and load amplitudes; these stress values were compared with the numerical ones in order to validate the numerical results. The new screen was patented.
articolo
2015
Baragetti, Sergio
(2015). Innovative structural solution for heavy loaded vibrating screens [journal article - articolo]. In MINERALS ENGINEERING. Retrieved from http://hdl.handle.net/10446/57484
File allegato/i alla scheda:
File Dimensione del file Formato  
19.pdf

Solo gestori di archivio

Versione: publisher's version - versione editoriale
Licenza: Licenza default Aisberg
Dimensione del file 5.69 MB
Formato Adobe PDF
5.69 MB Adobe PDF   Visualizza/Apri
Baragetti_1.pdf

Open Access dal 02/10/2017

Versione: postprint - versione referata/accettata senza referaggio
Licenza: Creative commons
Dimensione del file 583.74 kB
Formato Adobe PDF
583.74 kB Adobe PDF Visualizza/Apri
Pubblicazioni consigliate

Aisberg ©2008 Servizi bibliotecari, Università degli studi di Bergamo | Terms of use/Condizioni di utilizzo

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10446/57484
Citazioni
  • Scopus 38
  • ???jsp.display-item.citation.isi??? 29
social impact