Seismic damage estimation of reinforced concrete framed structures affected by chloride-induced corrosion

2015 ◽  
Vol 9 (4) ◽  
pp. 851-873 ◽  
Author(s):  
M.B. Anoop ◽  
K. Balaji Rao
Author(s):  
Zenghui Miao ◽  
Xiaodong Ji ◽  
Taichiro Okazaki ◽  
Noriyuki Takahashi

2021 ◽  
Vol 234 ◽  
pp. 111904
Author(s):  
Andréia H.A. da Silva ◽  
Eduardo M.V. Pereira ◽  
Gonzalo L. Pita ◽  
Gustavo H. Siqueira ◽  
Luiz C.M. Vieira Jr.

Author(s):  
Petr Konečný ◽  
Petr Lehner ◽  
David Pustka

The paper is focused on the model of the effect of delayed chloride exposure on the chloride induced corrosion initiation on ideal reinforced concrete bridge. The Finite Element-based numerical model is applied. The effect of concrete quality is expressed in the form of time dependent diffusion coefficient in order to evaluate the effect of concrete type as well as the effect of aging. The influence of extended chloride exposure on the corrosion initiation is introduced.


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