The interest in pushing the mechanical structures closer to their limits of usage makes necessary to combine the traditional design with the implementation of specific tests able to definitely confirm and guarantee their safety. Exploring the case of a large telescopic boom, the present study analyses the response to intense loads prevenient from static and dynamic conditions. The measure of deformations was oriented to validate several design assumptions, but also to investigate the presence of phenomena of local instability, not easily predictable within theoretical formulations.

Fragassa C, M.G. (2020). Measuring deformations in the telescopic boom under static and dynamic load conditions. FACTA UNIVERSITATIS. SERIES: MECHANICAL ENGINEERING, 18(2), 315-328 [10.22190/FUME181201001F].

Measuring deformations in the telescopic boom under static and dynamic load conditions

Fragassa C
;
Minak G;Pavlovic A
2020

Abstract

The interest in pushing the mechanical structures closer to their limits of usage makes necessary to combine the traditional design with the implementation of specific tests able to definitely confirm and guarantee their safety. Exploring the case of a large telescopic boom, the present study analyses the response to intense loads prevenient from static and dynamic conditions. The measure of deformations was oriented to validate several design assumptions, but also to investigate the presence of phenomena of local instability, not easily predictable within theoretical formulations.
2020
Fragassa C, M.G. (2020). Measuring deformations in the telescopic boom under static and dynamic load conditions. FACTA UNIVERSITATIS. SERIES: MECHANICAL ENGINEERING, 18(2), 315-328 [10.22190/FUME181201001F].
Fragassa C, Minak G, Pavlovic A
File in questo prodotto:
File Dimensione Formato  
156_FU_ME_Measuring Deformations in a Telescopice Boom Under Static and Dynamic Load Conditions.pdf

accesso aperto

Tipo: Versione (PDF) editoriale
Licenza: Licenza per Accesso Aperto. Creative Commons Attribuzione - Non commerciale - Non opere derivate (CCBYNCND)
Dimensione 998.72 kB
Formato Adobe PDF
998.72 kB Adobe PDF Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/683796
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 21
  • ???jsp.display-item.citation.isi??? 19
social impact