Results 121 to 130 of about 1,592 (176)
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Precompressed Concrete Corbels
Journal of Testing and Evaluation, 1989Abstract Very short members such as concrete brackets, corbels, and ledger beams are exposed to direct shear force. While much research has been done on reinforced concrete corbels, experimental data on the performance of precompressed concrete corbels and high-strength concrete corbels are limited.
PR Chakrabarti, SI Kashou
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Behavior of reinforced concrete corbels
Structural Engineering and Mechanics, 2009Test results of thirteen reinforced concrete corbels with shear span-to-depth ratio greater than unity are reported. The main variables studied were compressive strength of concrete, shear span-todepth ratio and parameter of vertical stirrups. The test results indicate that the shear strengths of corbels increase with an increase in compressive ...
Lu W.-Y., Lin I.-J.
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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
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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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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.
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Thermally efficient corbel connections for insulated sandwich wall panels
Journal of Building Engineering, 2022Taylor J Sorensen +2 more
exaly
Computational modelling and analytical model for two-step corbel for precast concrete system
Engineering Structures, 2021Daniel De Lima Araújo +1 more
exaly