Reinforced concrete corbels - Open Access .click

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

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

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
openaire +1 more source

corbels
corbel
reinforced concrete

shear capacity
strengthening
ta1-2040

engineering general . civil engineering general
reinforced concrete corbel
strut-and-tie model