Add to ORKGThis study investigates experimentally and theoretically the axial stress-axial strain behavior of carbon fiber reinforced polymer (CFRP) confined square and circularized hollow concrete specimens under axial compressive loading. The parameters investigated theoretically in this study included the corner radius and the size of the hole. The results showed that increasing the corner radius increases the axial stress and axial strain capacity of CFRP confined hollow concrete specimens. Increasing the hole size reduces the confinement efficiency of CFRP confined hollow specimens
Most of the previous research conducted on concrete columns confined with fiber- reinforced polymer ...
In this study, parameters affecting the mechanical properties of FRP-confined cylindrical and prisma...
This paper presents an experimental program that includes 78 fiber reinforced polymer (FRP)-confined...
This study investigates the axial load-deformation behaviour of hollow concrete specimens with an in...
This paper presents an experimental investigation on the influence of confinement method and specime...
Circularizing a square column by bonding concrete segments onto the sides of the column and then wra...
The aim of this paper is to identify the axial behavior characteristics of FRP (fiber reinforced pol...
The majority of experimental studies investigating the stress-strain behavior of square concrete col...
Accurate modeling of the complete stress-strain relationship of confined concrete is of vital import...
The use of steel hollow sections as compression members in structures has been a common practice. Th...
International audienceThe present article deals with the analysis of experimental results, in terms ...
Fiber reinforced polymers (FRP) confined concrete columns benefit from a confining effect due to res...
Most existing studies conducted on fiber-reinforced polymer (FRP)-confined concrete have considered ...
This study presents an experimental investigation into strain distribution of Fibre-Reinforced Polym...
Past studies demonstrated the structural efficiency of FRP-confinement for reinforced concrete (RC) ...
Most of the previous research conducted on concrete columns confined with fiber- reinforced polymer ...
In this study, parameters affecting the mechanical properties of FRP-confined cylindrical and prisma...
This paper presents an experimental program that includes 78 fiber reinforced polymer (FRP)-confined...
This study investigates the axial load-deformation behaviour of hollow concrete specimens with an in...
This paper presents an experimental investigation on the influence of confinement method and specime...
Circularizing a square column by bonding concrete segments onto the sides of the column and then wra...
The aim of this paper is to identify the axial behavior characteristics of FRP (fiber reinforced pol...
The majority of experimental studies investigating the stress-strain behavior of square concrete col...
Accurate modeling of the complete stress-strain relationship of confined concrete is of vital import...
The use of steel hollow sections as compression members in structures has been a common practice. Th...
International audienceThe present article deals with the analysis of experimental results, in terms ...
Fiber reinforced polymers (FRP) confined concrete columns benefit from a confining effect due to res...
Most existing studies conducted on fiber-reinforced polymer (FRP)-confined concrete have considered ...
This study presents an experimental investigation into strain distribution of Fibre-Reinforced Polym...
Past studies demonstrated the structural efficiency of FRP-confinement for reinforced concrete (RC) ...
Most of the previous research conducted on concrete columns confined with fiber- reinforced polymer ...
In this study, parameters affecting the mechanical properties of FRP-confined cylindrical and prisma...
This paper presents an experimental program that includes 78 fiber reinforced polymer (FRP)-confined...