Eccentric pull-out tests were carried out to study (a) the influence of cover cracking and (b) the effect of stirrups, on the bond of corroded bars. Next, an earlier developed corrosion model was extended to include the effect of rust flowing through corrosion cracks. The extended model was used in detailed three-dimensional analyses of the tests. The tests and analyses showed an important effect of the cover cracking in terms of loss of confinement and the flow of rust through the cracks. They also indicated that the bond behavior and the failure were strongly governed by the position of the anchored bar, i.e. corner or middle positions, and the level of the corrosion attack. Stirrups played an important role after cover cracking, as they ...
When reinforcement in concrete corrodes, splitting stresses around corroded bars may lead to cover c...
In an on-going project, the anchorage capacity of naturally corroded steel reinforcement wasinvestig...
Steel corrosion leads to the deterioration of bond between concrete and steel bars. The serviceabili...
Eccentric pull-out tests were carried out to study (a) the influence of cover cracking and (b) the e...
Eccentric pull-out tests were carried out to study (a) the influence of cover cracking and (b) the e...
Eccentric pull-out tests were carried out to study the influence of severe corrosion leading to exte...
There is a growing need for reliable methods of assessing the load-carrying capacity and remaining s...
In many corroding RC structures, it is not uncommon that cover spalling and delamination have occurr...
There is a growing need for reliable methods of assessing the load-carrying capacity and remaining s...
The influences of severe corrosion leading to extensive cover cracking and of corrosion of stirrups ...
A recent experimental and analytical research program (Zandi et al., 2011-a, b) provided bond streng...
The aim of this study is to enhance our understanding of anchorage capacity in reinforced concrete s...
It is not uncommon that cover cracking, spalling, and delamination occur in many corroding RC struct...
Many studies on the structural effects of corrosion in reinforcement have been conducted. However, m...
The aim of this study is to enhance our understanding of anchorage capacity in reinforced concrete s...
When reinforcement in concrete corrodes, splitting stresses around corroded bars may lead to cover c...
In an on-going project, the anchorage capacity of naturally corroded steel reinforcement wasinvestig...
Steel corrosion leads to the deterioration of bond between concrete and steel bars. The serviceabili...
Eccentric pull-out tests were carried out to study (a) the influence of cover cracking and (b) the e...
Eccentric pull-out tests were carried out to study (a) the influence of cover cracking and (b) the e...
Eccentric pull-out tests were carried out to study the influence of severe corrosion leading to exte...
There is a growing need for reliable methods of assessing the load-carrying capacity and remaining s...
In many corroding RC structures, it is not uncommon that cover spalling and delamination have occurr...
There is a growing need for reliable methods of assessing the load-carrying capacity and remaining s...
The influences of severe corrosion leading to extensive cover cracking and of corrosion of stirrups ...
A recent experimental and analytical research program (Zandi et al., 2011-a, b) provided bond streng...
The aim of this study is to enhance our understanding of anchorage capacity in reinforced concrete s...
It is not uncommon that cover cracking, spalling, and delamination occur in many corroding RC struct...
Many studies on the structural effects of corrosion in reinforcement have been conducted. However, m...
The aim of this study is to enhance our understanding of anchorage capacity in reinforced concrete s...
When reinforcement in concrete corrodes, splitting stresses around corroded bars may lead to cover c...
In an on-going project, the anchorage capacity of naturally corroded steel reinforcement wasinvestig...
Steel corrosion leads to the deterioration of bond between concrete and steel bars. The serviceabili...