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Coulomb stress transfer.
With the progression of cracks, stress transfer length changes.
At higher applied forces, there is plastic stress transfer.
The stress transfer length maintains a constant value until a crack forms and this transfer length is referred to as initial stress transfer length.
Stress transfer calculations (Figure 5) indicate a large stress transfer to the Off Boso Segment as a result of the 2011 Tohoku earthquake.
Stress transfer calculations indicate a large stress transfer to the Off Boso Segment as a result of the 2011 Tohoku earthquake.
Anchorage systems with Type II characteristics can be used to improve the interfacial shear stress transfer.
The initial stress transfer length changed to approximately 100 mm at loads of 8 10.5 kN.
The subsequent load response is therefore governed by the stress transfer across the crack.
This is because the strain hardening property is still available for stress transfer to the concrete.
Each of these anchorage systems has unique geometrical constraints, installation limitations, and force (stress) transfer characteristics.
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