An approach to robustness assessment of structural systems undergoing continuous damage is presented. Damage is described by means of a dimensionless index associated with prescribed patterns of cross-sectional deterioration and computed through a weighted average over the structural volume based on strain energy. The variation of a performance indicator associated with deformation modes and load participation factors is related to the amount of damage to obtain a dimensionless measure of structural robustness. The proposed approach is applied to structural robustness assessment of an arch bridge under continuous deterioration.
Energy-based robustness measure for deteriorating structures
ANGHILERI, MATTIA;Biondini F.
2019-01-01
Abstract
An approach to robustness assessment of structural systems undergoing continuous damage is presented. Damage is described by means of a dimensionless index associated with prescribed patterns of cross-sectional deterioration and computed through a weighted average over the structural volume based on strain energy. The variation of a performance indicator associated with deformation modes and load participation factors is related to the amount of damage to obtain a dimensionless measure of structural robustness. The proposed approach is applied to structural robustness assessment of an arch bridge under continuous deterioration.File | Dimensione | Formato | |
---|---|---|---|
2019_IABSE_2.pdf
Accesso riservato
Descrizione: 2019_IABSE_2
:
Post-Print (DRAFT o Author’s Accepted Manuscript-AAM)
Dimensione
488.82 kB
Formato
Adobe PDF
|
488.82 kB | Adobe PDF | Visualizza/Apri |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.