Add to ORKGThis study is meant at understanding the influence of the pattern of corrosion due to chlorides-induced corrosion on the time-dependent cyclic behavior of reinforced concrete (RC) bridge columns. The chloride ingress in the cross-section of the column is simulated by a multiphysics FE approach taking into account both environmental and material factors. The non-linear cyclic responses of the RC bridge column under corrosion is evaluated by a nonlinear fiber model. A parametric study is finally conducted for a real case study, which aims at unfolding the role of the corrosion pattern on the time variation of capacity and ductility
Chloride-induced corrosion is one of the most important reasons for the strength degradation of rein...
The quasi-static and the low frequency cyclic loading-to-failure tests have shown that the stiffness...
This paper presents a numerical model of individual and compound effects of traffic and corrosion-in...
This study is meant at understanding the influence of the pattern of corrosion due to chlorides-indu...
This study presents the results of a refined numerical investigation meant at understanding the time...
This study presents the results of a refined numerical investigation meant at understanding the time...
The evaluation of the corrosion effects on both the local and global behaviour of reinforced concret...
Corrosion of reinforcing bars is the most common reason for the premature deterioration of reinforce...
A non-linear finite element (FE) framework for time-dependent capacity assessment of corroded rectan...
A numerical model is presented that enables simulation of the nonlinear flexural response of corrode...
In this paper the impact of corrosion of reinforcing steel in reinforced concrete (RC) columns on th...
The current paper provides modelling guidelines for nonlinear analysis and fragility assessment of c...
A generalized cyclic steel model characterized by isotropic and kinematic hardening, inelastic buckl...
WOS:000401876800016International audienceIn this paper, the propagation of chloride-induced corrosio...
An integrated service life prediction procedure for chloride induced steel corrosion in reinforced c...
Chloride-induced corrosion is one of the most important reasons for the strength degradation of rein...
The quasi-static and the low frequency cyclic loading-to-failure tests have shown that the stiffness...
This paper presents a numerical model of individual and compound effects of traffic and corrosion-in...
This study is meant at understanding the influence of the pattern of corrosion due to chlorides-indu...
This study presents the results of a refined numerical investigation meant at understanding the time...
This study presents the results of a refined numerical investigation meant at understanding the time...
The evaluation of the corrosion effects on both the local and global behaviour of reinforced concret...
Corrosion of reinforcing bars is the most common reason for the premature deterioration of reinforce...
A non-linear finite element (FE) framework for time-dependent capacity assessment of corroded rectan...
A numerical model is presented that enables simulation of the nonlinear flexural response of corrode...
In this paper the impact of corrosion of reinforcing steel in reinforced concrete (RC) columns on th...
The current paper provides modelling guidelines for nonlinear analysis and fragility assessment of c...
A generalized cyclic steel model characterized by isotropic and kinematic hardening, inelastic buckl...
WOS:000401876800016International audienceIn this paper, the propagation of chloride-induced corrosio...
An integrated service life prediction procedure for chloride induced steel corrosion in reinforced c...
Chloride-induced corrosion is one of the most important reasons for the strength degradation of rein...
The quasi-static and the low frequency cyclic loading-to-failure tests have shown that the stiffness...
This paper presents a numerical model of individual and compound effects of traffic and corrosion-in...