EK541
Passive confinement is engaged only after crack deformations in the concrete ring develop that induce tension forces in the surrounding steel. The surrounding steel restricts the propagation and widening of […]
EK533
In the absence of confinement, deformed bars fail in bond by splitting.
EK532
Slip of a deformed bar occurs as a result of both the wedging action of the steel ribs pushing the concrete away (splitting), and due to the crushing of concrete […]
EK531
When a ring in the concrete surrounding the bar is stressed to rupture, it breaks and longitudinal (splitting) cracks appear on the concrete surface.
EK284
If adequate splice length is not provided, splitting and spalling occurs in the concrete shell.
EK242
Ultimate tensile strength of concrete beam in bending is greater than the tensile stress obtained obtained by direct or splitting tests. Flexural strength is expressed in terms of the modulus […]
EK241
The concrete specimen under axial compression may fail in combination of shear and splitting.
EK240
The concrete specimen under axial compression may fail in the separation into columnar pieces by what is known as splitting, or columnar fracture. This failure occurs when the strength of […]
EK191
Cementatious materials such as in-situ mortar, fine concrete or grouting are often used in the joints between load bearing elements. The nominal thickness is about 10 to 30 mm for […]