PASCUZZO, Arturo

PASCUZZO, Arturo  

Dipartimento di Ingegneria Civile  

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Risultati 1 - 20 di 33 (tempo di esecuzione: 0.04 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.
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.
Defect-tolerance in adhesive joints with patterned interfaces 1-gen-2019 Alfano, Marco; Pascuzzo, Arturo; Lubineau, Gilles
DESIGN ANALYSIS OF THE OPTIMUM CONFIGURATION OF SELF-ANCHORED CABLE-STAYED SUSPENSION BRIDGES 1-gen-2014 Lonetti, Paolo; 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
Dynamic analysis of cable-stayed bridges affected by accidental failure mechanisms under moving loads 1-gen-2013 Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, A.
Dynamic analysis of long span cable-stayed bridges under the action of moving loads 1-gen-2011 Bruno, Domenico; Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, A.
Dynamic Behavior of Cable Supported Bridges Affected by Corrosion Mechanisms under Moving Loads 1-gen-2012 Lonetti, Paolo; Pascuzzo, A.; Sarubbo, R.
Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads 1-gen-2016 Lonetti, Paolo; Pascuzzo, A; Davanzo, 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
Instability design analysis in tied-arch bridges 1-gen-2019 Lonetti, Paolo; Pascuzzo, Arturo; Aiello, Stefano
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.
Investigation of mesh dependency issues in the simulation of crack propagation in quasi-brittle materials by using a diffuse interface modeling approach 1-gen-2022 Pascuzzo, A.; Greco, F.; Leonetti, L.; Lonetti, P.; Pranno, 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
A moving mesh FE methodology for vehicle–bridge interaction modeling 1-gen-2020 Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
A NUMERICAL STUDY ON NETWORK ARCH BRIDGES SUBJECTED TO CABLE LOSS 1-gen-2018 Bruno, Domenico; Lonetti, Paolo; Pascuzzo, Arturo