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Shear resistance of reinforced concrete corbels for shear keys.

Shear resistance of reinforced concrete corbels for shear keys.
identifier:oai:t2r2.star.titech.ac.jp ...
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Research on Lateral Resistance Performance of Prestressed Cross-Laminated Timber-Concrete Composite Structures under Reciprocating Loads. [PDF]

Materials (Basel)
Xu Y, Huang X, Zhang Y, Qu Y, Fan Y, Yang G.   +5 more
europepmc   +1 more source

Effective Strengths of Concrete Struts in Strut-Tie Models of Reinforced Concrete Corbels

Journal of the Korean Society of Civil Engineers, 2014
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Behavior of reinforced concrete corbels

Structural Engineering and Mechanics, 2009
Test 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 ...
Wen‐Yao Lu
exaly   +2 more sources

The Behavior of Reinforced Concrete Corbels

PCI Journal, 1976
An 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, K. C. Chen, K. Soongswang   +2 more
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Shear strength of reinforced concrete corbels

Magazine of Concrete Research, 2009
In this study, 15 reinforced concrete corbels with shear span-to-depth ratio greater than unity were tested. Test results indicate that the shear strength of corbels increases with increase in compressive strength of concrete, parameter of main reinforcement and parameter of vertical stirrups. The shear strength of corbels also increases with decrease
W.-Y. Lu, I.-J. Lin, S.-J. Hwang
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Analysis of unsymmetrical reinforced concrete double corbels

AIP Conference Proceedings, 2020
Unsymmetrical reinforced concrete double corbels have different shear spans (a) in each side. ACI 318-14 provisions allow the structural analysis and design of double corbels through either shear friction (SF) method or the Strut-and-Tie modeling (STM). The current study presents analysis procedure using both SF and STM.
Khattab Saleem Abdul-Razzaq, Asala A. Dawood, Ali Mustafa Jalil   +2 more
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Column‐Load Effect on Reinforced Concrete Corbels

Journal of Structural Engineering, 1990
The paper reports tests carried out on 18 150×150×200 mm concrete corbels reinforced with main bars and steel fibers. The fibers are used as a secondary (shear) reinforcement. The volumes of main and fibrous reinforcements and the shear span-to-depth ratio are varied. A concentric load is applied on the column segment of eight specimens.
exaly   +2 more sources

Behavior of Reinforced High‐Strength‐Concrete Corbels

Journal of Structural Engineering, 1994
Results of an experimental investigation on the behavior of corbels made with high‐strength concrete in excess of 40 MPa are presented. A total of 16 life‐size corbels were tested, two of which were unreinforced. The primary variables of the investigation were presence of horizontal force, reinforcement ratio, and shear‐span‐to‐depth (a/d) ratio ...
Yook‐Kong Yong, P. Balaguru
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