AbstractThis paper explains the experimental study on beams confined in compression zone with different shapes of extra confining reinforcement. The types of extra confining reinforcement considered are hoop reinforcement and cross ties. Three half-scale beam specimens (including the specimen with no extra confining reinforcement in the compression zone) have been tested under increasingly monotonic loading. The test results show that the presence of extra confinement in compression zone of beam section increase the ductility of the beam. However, no substantial increase are observed in the strength capacity of the beam specimens with extra confinement. In addition, more significant increase in ductility is obtained in the beam specimen wit...
This study focuses on ductility of lightweight aggregate concrete (LWAC) in compression. The major d...
Concrete behaves as a brittle material due to its low inherent tensile strength, but it can also exh...
This study examines the flexural behaviour of high‐strength concrete (HSC) beams confined using an i...
AbstractThis paper explains the experimental study on beams confined in compression zone with differ...
AbstractThis paper explains the behavior of both reinforced concrete beams with and without confinem...
Confinement is one way that can be used to improve the performance of reinforced concrete structures...
Plastic hinge regions of beam needs special attention, especially in the face of the column while r...
High-strength concrete is relatively brittle and its use in a reinforced concrete member might resul...
High strength concrete (HSC) provides high strength but lower ductility than normal strength concret...
The programme of research described in this thesis has investigated the effect of confinement of th...
It is a fact that the strength and ductility of the concrete is highly dependent on the confinement ...
Compared with normal concrete, high-strength concrete has higher strength but is generally more brit...
This study focuses on ductility of lightweight aggregate concrete (LWAC) in compression. The major d...
The purpose of this thesis was to investigate about two zones of beam namely as Compression and tens...
AbstractIn order to provide higher mechanical effectiveness of confined concrete beam, the new techn...
This study focuses on ductility of lightweight aggregate concrete (LWAC) in compression. The major d...
Concrete behaves as a brittle material due to its low inherent tensile strength, but it can also exh...
This study examines the flexural behaviour of high‐strength concrete (HSC) beams confined using an i...
AbstractThis paper explains the experimental study on beams confined in compression zone with differ...
AbstractThis paper explains the behavior of both reinforced concrete beams with and without confinem...
Confinement is one way that can be used to improve the performance of reinforced concrete structures...
Plastic hinge regions of beam needs special attention, especially in the face of the column while r...
High-strength concrete is relatively brittle and its use in a reinforced concrete member might resul...
High strength concrete (HSC) provides high strength but lower ductility than normal strength concret...
The programme of research described in this thesis has investigated the effect of confinement of th...
It is a fact that the strength and ductility of the concrete is highly dependent on the confinement ...
Compared with normal concrete, high-strength concrete has higher strength but is generally more brit...
This study focuses on ductility of lightweight aggregate concrete (LWAC) in compression. The major d...
The purpose of this thesis was to investigate about two zones of beam namely as Compression and tens...
AbstractIn order to provide higher mechanical effectiveness of confined concrete beam, the new techn...
This study focuses on ductility of lightweight aggregate concrete (LWAC) in compression. The major d...
Concrete behaves as a brittle material due to its low inherent tensile strength, but it can also exh...
This study examines the flexural behaviour of high‐strength concrete (HSC) beams confined using an i...