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The Behavior of Reinforced Concrete Corbels
PCI Journal, 1976An experimental study is reported of the behavior of reinforced concrete corbels subjected to both vertical and horizontal loads. Twenty-eight corbel specimens were tested, of which twenty-six contained horizontal stirrup reinforcement. The variables included in the study were the shear span to effective depth ratio, the ratio of the vertical load to ...
Alan H. Mattock +2 more
openaire +1 more source
2018
Joints in frames and corbels are examples of D-regions. In a frame analysis, member forces are calculated in dimensionless nodes, satisfying equilibrium requirements. It is discussed how these forces have to be modified in order to act as loading on the D-region of the node under consideration. Reinforcement arrangements are presented.
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Joints in frames and corbels are examples of D-regions. In a frame analysis, member forces are calculated in dimensionless nodes, satisfying equilibrium requirements. It is discussed how these forces have to be modified in order to act as loading on the D-region of the node under consideration. Reinforcement arrangements are presented.
openaire +1 more source
2009
Dry-stone corbelled dome constructions of major importance are present all around the Apulia region (southern Italy), showing different features and shapes in close rapport with the diverse characteristics of local building materials and with the production and environmental context.
DIPASQUALE, LETIZIA +1 more
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Dry-stone corbelled dome constructions of major importance are present all around the Apulia region (southern Italy), showing different features and shapes in close rapport with the diverse characteristics of local building materials and with the production and environmental context.
DIPASQUALE, LETIZIA +1 more
openaire +1 more source
Strength of FRC Corbels in Flexure
Journal of Structural Engineering, 1994Tests were carried out on 38150×150×200mm reinforced concrete corbels subjected to vertical loading. Steel fibers were used as shear reinforcement in 28 corbels. Parameters varied included volumes of main bars and fibrous reinforcements, effective depth or cover to main bars, and shear span.
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An improved analytical model for two-step corbels in a precast concrete system
Engineering Structures, 2023Daniel De Lima Araújo
exaly
Rehabilitation of partially damaged high strength RC corbels by EB FRP composites and NSM steel bars
Structures, 2022Qasim M Shakir
exaly