Add to ORKGStochastic modelling of the deterioration of reinforced concrete structures is addressed in this paper on basis of a detailed modelling of corrosion initiation and corrosion cracking. It is proposed that modelling of the deterioration of concrete should be based on a sound understanding of the physical and chemical properties of the concrete. The relationship between rebar corrosion and crack width is investigated. A new service life definition based on evolution of the corrosion crack width is proposed
Reinforcement corrosion is one of the major causes of deterioration of reinforced concrete structure...
The purpose of this paper is to obtain a stochastic model for the parameters in a constitutive model...
Based on extensive research on reinforcing steel corrosion in concrete in the past decades, it is no...
Modelling of the deterioration of reinforced concrete has in recent years changed from being a deter...
Modelling of corrosion cracking of reinforced concrete structures is complicated as a great number o...
The existing stochastic models for deterioration of reinforced concrete structures is extended by ad...
In this paper, corrosion of reinforced concrete structures is discussed from the point of view of co...
Corrosion cracks are caused by the increasing volume of corrosion products during the corrosion of t...
In this paper two aspects of re-assessment of the reliability of concrete bridges are discussed name...
Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load...
Recent research in the area of assessment and maintenance of reinforced concrete bridge decks is pre...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
This article is within the context of decision models aimed for maintenance of structures and infras...
Structural performance deterioration of reinforced concrete structures has been extensively investig...
In recent years important progress has been made in assessment of the lifetime behaviour of concrete...
Reinforcement corrosion is one of the major causes of deterioration of reinforced concrete structure...
The purpose of this paper is to obtain a stochastic model for the parameters in a constitutive model...
Based on extensive research on reinforcing steel corrosion in concrete in the past decades, it is no...
Modelling of the deterioration of reinforced concrete has in recent years changed from being a deter...
Modelling of corrosion cracking of reinforced concrete structures is complicated as a great number o...
The existing stochastic models for deterioration of reinforced concrete structures is extended by ad...
In this paper, corrosion of reinforced concrete structures is discussed from the point of view of co...
Corrosion cracks are caused by the increasing volume of corrosion products during the corrosion of t...
In this paper two aspects of re-assessment of the reliability of concrete bridges are discussed name...
Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load...
Recent research in the area of assessment and maintenance of reinforced concrete bridge decks is pre...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
This article is within the context of decision models aimed for maintenance of structures and infras...
Structural performance deterioration of reinforced concrete structures has been extensively investig...
In recent years important progress has been made in assessment of the lifetime behaviour of concrete...
Reinforcement corrosion is one of the major causes of deterioration of reinforced concrete structure...
The purpose of this paper is to obtain a stochastic model for the parameters in a constitutive model...
Based on extensive research on reinforcing steel corrosion in concrete in the past decades, it is no...