AMMENDOLEA, DOMENICO

AMMENDOLEA, DOMENICO  

Mostra records
Risultati 1 - 9 di 9 (tempo di esecuzione: 0.012 secondi).
Titolo Data di pubblicazione Autore(i) File
Crack growth propagation modeling based on moving mesh method and interaction integral approach 1-gen-2020 Ammendolea, D.; Greco, F.; Lonetti, P.; Nevone Blasi, P.; Pascuzzo, A.
Crack propagation modeling in functionally graded materials using Moving Mesh technique and interaction integral approach 1-gen-2021 Ammendolea, D.; Greco, F.; Lonetti, P.; Luciano, R.; Pascuzzo, A.
Crack propagation under thermo-mechanical loadings based on moving mesh strategy 1-gen-2021 Greco, F.; Ammendolea, D.; Lonetti, P.; Pascuzzo, A.
Dynamic fracture analysis in quasi-brittle materials via a finite element approach based on the combination of the ALE formulation and M−integral method 1-gen-2022 Pascuzzo, A.; Greco, F.; Lonetti, P.; Ammendolea, D.
An effective modeling approach based on the ALE and M-integral for simulating crack propagation under thermo-mechanical loadings 1-gen-2021 Ammendolea, D.; Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
An investigation on the structural integrity of network arch bridges subjected to cable loss under the action of moving loads 1-gen-2020 Ammendolea, Domenico; Bruno, Domenico; Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
On the combination of Moving Mesh technique and M-integral method for predicting crack propagation mechanisms in Functionally Graded Materials 1-gen-2021 Pascuzzo, A.; Greco, F.; Ammendolea, D.; Lonetti, P.; Gaetano, D.
Simulation of dynamic fracture in quasi-brittle materials using a finite element modeling approach enhanced by moving mesh technique and interaction integral method 1-gen-2022 Greco, Fabrizio; Ammendolea, Domenico; Lonetti, Paolo; Pascuzzo, Arturo
Strategies to improve the structural integrity of tied-arch bridges affected by instability phenomena 1-gen-2020 Ammendolea, D.; Greco, F.; Lonetti, P.; Pascuzzo, A.; Nevone Blasi, Paolo