Add to ORKGWorldwide, steel corrosion is one of the greatest deterioration problems for reinforced concrete structures. Comparing some experimental results from literature with a complex FEM model, the present paper points out the principal aspects that characterize the static behavior of reinforced concrete (RC) elements damaged by corrosion. Moreover, the nondimensional abaci defined for some specific case studies finalized to the evaluation of the residual flexural strength of corroded elements highlight the dangerousness of the corrosion degradation if the failure of the element is governed by the steel
Corrosion of steel in concrete is a very common degradation phenomenon observed in reinforced concre...
A non-linear finite element (FE) framework for time-dependent capacity assessment of corroded rectan...
Corrosion of steel in concrete is a very common degradation phenomenon observed in reinforced concre...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
Abstract The corrosion of steel reinforcement is commonly believed to be the primary cause of struct...
The aim of this work is to evaluate the influence of corrosion on the lateral displacement capacity ...
Reinforced concrete slabs and Beams are normally designed as under reinforced to supply ductile beha...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
Frame buildings are prone to cracking because of their deformation by normal and extreme events such...
Main types of reinforced concrete structures such as buildings, bridges, transmission poles which we...
This paper imparts a review study on the causes and factors responsible for corrosion, its initiatio...
The current paper provides a comprehensive review of experimental studies on corrosion damaged reinf...
Reinforced concrete beams are ordinarily designed as under reinforced to give ductile actions alike ...
Corrosion of steel in concrete is a very common degradation phenomenon observed in reinforced concre...
A non-linear finite element (FE) framework for time-dependent capacity assessment of corroded rectan...
Corrosion of steel in concrete is a very common degradation phenomenon observed in reinforced concre...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
Abstract The corrosion of steel reinforcement is commonly believed to be the primary cause of struct...
The aim of this work is to evaluate the influence of corrosion on the lateral displacement capacity ...
Reinforced concrete slabs and Beams are normally designed as under reinforced to supply ductile beha...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
The corrosion of steel reinforcement is commonly believed to be the primary cause of structural dete...
Frame buildings are prone to cracking because of their deformation by normal and extreme events such...
Main types of reinforced concrete structures such as buildings, bridges, transmission poles which we...
This paper imparts a review study on the causes and factors responsible for corrosion, its initiatio...
The current paper provides a comprehensive review of experimental studies on corrosion damaged reinf...
Reinforced concrete beams are ordinarily designed as under reinforced to give ductile actions alike ...
Corrosion of steel in concrete is a very common degradation phenomenon observed in reinforced concre...
A non-linear finite element (FE) framework for time-dependent capacity assessment of corroded rectan...
Corrosion of steel in concrete is a very common degradation phenomenon observed in reinforced concre...