Reinforced concrete corbels were examined in this study for the cracking behavior and
strength evaluation, focusing on defects typically found in these structures. A total of 11 …

Recently, prefabricated concrete piers (PCPs) have been widely utilised in bridge
engineering owing to their advantages such as large allowable errors, simple fabrication …

Ultra-high performance concrete (UHPC) has been applied widely in modern structure
construction. The outstanding mechanical properties of UHPC not only enable strong yet …

In this review, an extensive survey on the theoretical models and approaches that were
proposed in literature to study the behavior of RC corbels has been presented. Such …

The Concrete Damage Plasticity (CDP) model is a widely used constitutive model to
represent the non-linear behavior of concrete in numerical analysis. However, a limited …

In this study, a comparison has been done between the efficiency of repairing of partially
damaged high strength self-compacting RC corbels using two techniques, namely are NSM …

In this study, a strut-and-tie model (STM) for predicting the shear strength of reinforced
concrete deep beams and corbels was proposed. The model was derived on the basis of …

In the present work, a new modified arrangement for shear reinforcement in corbels is
proposed. Inclined, rather than horizontal, alignment of stirrups was studied. In addition, the …

This paper presents an experimental study of behaviour of externally strengthened short
reinforced concrete (RC) corbels by carbon fibre reinforced polymer (CFRP) fabrics. For this …

On the basis of the test results of nine steel-fiber high-strength concrete corbel specimens
subjected to a vertical load, the influence of the steel fiber content on the shear performance …