EK679
For the general expression for interface shear, which includes the three load bearing mechanisms of adhesion, friction due to externally applied normal stress and reinforcement, the state of the horizontal […]
EK670
An additional compressive stress acting perpendicular to the interface activates the load bearing mechanism of friction. After adhesive bond is exceeded and cracks develop along the interface, the compressive stress […]
EK667
The main terms of interface shear resistance are adhesion, friction induced by normal stress (aggregate interlock) or by clamping of interface reinforcement. The mechanisms act at different displacement states and […]
EK643
The friction in the soil need to be able to resist the shear forces transferred by the foundation, otherwise the foundation will slide on top of the soil.
EK617
When it is apparent that there may be a loss of friction in slip-critical bolted connection (which occurs in some type of brackets and hangers subject to tension and shear) […]
EK529
The effect of chemical adhesion is small, and friction does not occur until there is slip between the reinforcing bar and the concrete.
EK527
Bond between reinforcing bars and concrete is made up of three components: chemical adhesion, friction, and mechanical interlocking of bar lugs (ribs) with the surrounding concrete.
EK278
The joint behavior of steel and concrete in a reinforced concrete member is based on the fact that a bond is maintained between the two materials after the concrete hardens. […]
EK196
Shear forces between adjacent precast concrete components can be transferred through bond, interface joint friction, interlocking by shear keys, dowel action of transverse steel bars or rods.