PASCUZZO, Arturo
PASCUZZO, Arturo
Dipartimento di Ingegneria Civile
A combined fracture-ALE formulation to predict dynamic behavior of FRP strengthened concrete beams
2013-01-01 Bruno, D; Greco, Fabrizio; Lonetti, P; Pascuzzo, A.
Crack growth propagation modeling based on moving mesh method and interaction integral approach
2020-01-01 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
2021-01-01 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
2021-01-01 Ammendolea, D.; Greco, F.; Lonetti, P.; Luciano, R.; Pascuzzo, A.
Crack propagation under thermo-mechanical loadings based on moving mesh strategy
2021-01-01 Greco, F.; Ammendolea, D.; Lonetti, P.; Pascuzzo, A.
Defect-tolerance in adhesive joints with patterned interfaces
2019-01-01 Alfano, Marco; Pascuzzo, Arturo; Lubineau, Gilles
DESIGN ANALYSIS OF THE OPTIMUM CONFIGURATION OF SELF-ANCHORED CABLE-STAYED SUSPENSION BRIDGES
2014-01-01 Lonetti, Paolo; Pascuzzo, A.
A detailed micro-model for brick masonry structures based on a diffuse cohesive-frictional interface fracture approach
2020-01-01 Greco, Fabrizio; Leonetti, Lorenzo; Luciano, Raimondo; Pascuzzo, Arturo; Ronchei, Camilla
Dynamic analysis of cable-stayed bridges affected by accidental failure mechanisms under moving loads
2013-01-01 Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, A.
Dynamic analysis of long span cable-stayed bridges under the action of moving loads
2011-01-01 Bruno, Domenico; Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, A.
Dynamic Behavior of Cable Supported Bridges Affected by Corrosion Mechanisms under Moving Loads
2012-01-01 Lonetti, Paolo; Pascuzzo, A.; Sarubbo, R.
Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads
2016-01-01 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
2022-01-01 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
2021-01-01 Ammendolea, D.; Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
Instability design analysis in tied-arch bridges
2019-01-01 Lonetti, Paolo; Pascuzzo, Arturo; Aiello, Stefano
An interface-based detailed micro-model for the failure simulation of masonry structures
2022-01-01 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
2022-01-01 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
2020-01-01 Ammendolea, Domenico; Bruno, Domenico; Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
A moving mesh FE methodology for vehicle–bridge interaction modeling
2020-01-01 Greco, Fabrizio; Lonetti, Paolo; Pascuzzo, Arturo
A NUMERICAL STUDY ON NETWORK ARCH BRIDGES SUBJECTED TO CABLE LOSS
2018-01-01 Bruno, Domenico; Lonetti, Paolo; Pascuzzo, Arturo