3. Behavior along a recovery surface (concrete-concrete interface)
3.1 State of the art
The behavior of an interface subjected to longitudinal shear stress can be described using shear-friction theory.
However, it should be noted that the term "shear-friction theory" is misleading, as it actually encompasses several other physical and mechanical phenomena.
This theory is based on the initial assumption that the mechanism for transmitting shear stresses at a bearing surface (concrete interface) subjected to external shear and compressive forces is provided exclusively by friction. As a general rule, a simple "sawtooth" model is used to illustrate the fundamentals of this approach (figure
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Behavior along a recovery surface (concrete-concrete interface)
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PROFIS Engineering, [Software] HILTI France.
https://profisengineering.hilti.com/
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