Fatigue is one of the most common failure mechanisms of structural components. Many fatigue failures have become popular throughout engineering history since the tragic railroad accidents that motivated Wöhler to begin the first investigations of the fatigue damage process. Since then a huge deal of work has been carried out ot the subject by several generations of engineers leading to a deeper comprehension of the complex phenomena related to the damages occurring in structural components due to time varying loads. However, many aspects of the subject remains unclear and several questions are still open for discussion. The present work tries to give an answer to some of those questions. In particular, it is focused on the fatigue life assessment under multiaxial and variable amplitude loads with regard to the application to welded joint connections. Fatigue is a classical topic in engineering design and a subject of wide practical interest since it is one of the most common causes of failure for structural components.
Fatigue life assessment of welded joints
MARULO, GIUSEPPE
2018
Abstract
Fatigue is one of the most common failure mechanisms of structural components. Many fatigue failures have become popular throughout engineering history since the tragic railroad accidents that motivated Wöhler to begin the first investigations of the fatigue damage process. Since then a huge deal of work has been carried out ot the subject by several generations of engineers leading to a deeper comprehension of the complex phenomena related to the damages occurring in structural components due to time varying loads. However, many aspects of the subject remains unclear and several questions are still open for discussion. The present work tries to give an answer to some of those questions. In particular, it is focused on the fatigue life assessment under multiaxial and variable amplitude loads with regard to the application to welded joint connections. Fatigue is a classical topic in engineering design and a subject of wide practical interest since it is one of the most common causes of failure for structural components.| File | Dimensione | Formato | |
|---|---|---|---|
|
Relazione_sulle_attivit_svolte_nel_triennio.pdf
accesso aperto
Tipologia:
Altro materiale allegato
Licenza:
Tutti i diritti riservati
Dimensione
529.54 kB
Formato
Adobe PDF
|
529.54 kB | Adobe PDF | Visualizza/Apri |
|
TesiFull.pdf
accesso aperto
Tipologia:
Altro materiale allegato
Licenza:
Tutti i diritti riservati
Dimensione
27.91 MB
Formato
Adobe PDF
|
27.91 MB | Adobe PDF | Visualizza/Apri |
I documenti in UNITESI sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
https://hdl.handle.net/20.500.14242/131081
URN:NBN:IT:UNIPI-131081