Practical experience and experimental observations suggest that corrosion-affected concrete structures deteriorate at different rates as measured by strength and serviceability, with the latter deteriorating faster. Corrosion-induced problems related to structural serviceability also incur substantial costs in their reinstatement
Deterioration of reinforced concrete structures arise due to corrosion of steel present in concrete ...
Incorporating the effect of corrosion into the reliability analysis of a structure is of paramount i...
Development of reinforced concrete (RC) structures is quite recent; nonetheless world heritage now i...
Aging and deterioration of physical infrastructure will eventually reduce load-carrying capacity, wh...
This paper illustrates the mechanisms of corrosion of steel in concrete, and analyses its influence ...
Service life is the period of time during which a building, a structure or material meets or exceeds...
Determining corrosion-induced concrete cracking is essential to predicting the serviceability of cor...
Determining corrosion-induced concrete cracking is essential to predicting the serviceability of cor...
Reinforcement corrosion in concrete is the predominant causal factor for the premature deterioration...
Corrosion of reinforcing steel in concrete is the dominant cause for premature failures of reinforce...
Research Doctorate - Doctor of Philosophy (PhD)Inadequate cover or poor quality concrete is the prim...
Based on extensive research on reinforcing steel corrosion in concrete in the past decades, it is no...
This chapter aims to provide a state-of-the-art summary of research topics related to the physical, ...
AbstractAny reinforced concrete structures should serve its function over the intended service life ...
Many reinforced concrete (RC) structures are deteriorating due to chloride and/or carbonation induce...
Deterioration of reinforced concrete structures arise due to corrosion of steel present in concrete ...
Incorporating the effect of corrosion into the reliability analysis of a structure is of paramount i...
Development of reinforced concrete (RC) structures is quite recent; nonetheless world heritage now i...
Aging and deterioration of physical infrastructure will eventually reduce load-carrying capacity, wh...
This paper illustrates the mechanisms of corrosion of steel in concrete, and analyses its influence ...
Service life is the period of time during which a building, a structure or material meets or exceeds...
Determining corrosion-induced concrete cracking is essential to predicting the serviceability of cor...
Determining corrosion-induced concrete cracking is essential to predicting the serviceability of cor...
Reinforcement corrosion in concrete is the predominant causal factor for the premature deterioration...
Corrosion of reinforcing steel in concrete is the dominant cause for premature failures of reinforce...
Research Doctorate - Doctor of Philosophy (PhD)Inadequate cover or poor quality concrete is the prim...
Based on extensive research on reinforcing steel corrosion in concrete in the past decades, it is no...
This chapter aims to provide a state-of-the-art summary of research topics related to the physical, ...
AbstractAny reinforced concrete structures should serve its function over the intended service life ...
Many reinforced concrete (RC) structures are deteriorating due to chloride and/or carbonation induce...
Deterioration of reinforced concrete structures arise due to corrosion of steel present in concrete ...
Incorporating the effect of corrosion into the reliability analysis of a structure is of paramount i...
Development of reinforced concrete (RC) structures is quite recent; nonetheless world heritage now i...
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