PASCUZZO, Arturo

PASCUZZO, Arturo  

Dipartimento di Ingegneria Civile  

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Risultati 1 - 20 di 42 (tempo di esecuzione: 0.046 secondi).
Titolo Data di pubblicazione Autore(i) File
A combined fracture-ALE formulation to predict dynamic behavior of FRP strengthened concrete beams 1-gen-2013 Bruno, D; Greco, Fabrizio; Lonetti, P; Pascuzzo, A.
A detailed micro-model for brick masonry structures based on a diffuse cohesive-frictional interface fracture approach 1-gen-2020 Greco, Fabrizio; Leonetti, Lorenzo; Luciano, Raimondo; Pascuzzo, Arturo; Ronchei, Camilla
A hybrid cohesive/volumetric multiscale finite element model for the failure analysis of fiber-reinforced composite structures 1-gen-2022 Gaetano, Daniele; Greco, Fabrizio; Leonetti, Lorenzo; Blasi, Paolo Nevone; Pascuzzo, Arturo
A moving mesh FE methodology for vehicle–bridge interaction modeling 1-gen-2020 Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
A moving mesh-based numerical investigation of the failure response of nano-filled ultra-high-performance concrete structures 1-gen-2023 Ammendolea, D.; Greco, F.; Leonetti, L.; Lonetti, P.; Pascuzzo, A.; Penna, R.
A numerical failure analysis of nano-filled ultra-high-performance fiber-reinforced concrete structures via a moving mesh approach 1-gen-2023 Ammendolea, D; Greco, F; Leonetti, L; Lonetti, P; Pascuzzo, A
A NUMERICAL STUDY ON NETWORK ARCH BRIDGES SUBJECTED TO CABLE LOSS 1-gen-2018 Bruno, Domenico; Lonetti, Paolo; Pascuzzo, Arturo
A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges 1-gen-2016 Lonetti, Paolo; Pascuzzo, A.
A Practical Method for the Elastic Buckling Design of Network Arch Bridges 1-gen-2020 Lonetti, P.; Pascuzzo, A.
A stress-driven model incorporating surface energy effects for the bending analysis of functionally graded nanobeams with loading discontinuities 1-gen-2023 Penna, R.; Feo, L.; Lovisi, G.; Pascuzzo, A.
An Analysis of the Dynamic Behavior of Damaged Reinforced Concrete Bridges under Moving Vehicle Loads by Using the Moving Mesh Technique 1-gen-2023 Greco, F.; Lonetti, P.; Pascuzzo, A.; Sansone, G.
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 interface-based detailed micro-model for the failure simulation of masonry structures 1-gen-2022 Gaetano, D.; Greco, F.; Leonetti, L.; Lonetti, P.; Pascuzzo, A.; Ronchei, C.
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
An optimization model for the design of network arch bridges 1-gen-2016 Bruno, Domenico; Lonetti, Paolo; Pascuzzo, A.
Comparative finite element modelling approaches for the seismic vulnerability analysis of historical masonry structures: the case study of the Cathedral of Catanzaro (Italy) 1-gen-2022 Gaetano, D.; Greco, F.; Leonetti, L.; Pascuzzo, A.; Skrame, A.
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 analysis in masonry structures via an inter-element cohesive fracture approach: Assessment of mesh dependency issues 1-gen-2021 Greco, F.; Leonetti, L.; Lonetti, P.; Pascuzzo, A.; Ronchei, C.
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.