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(shear), the bonding stress decreases and the decreased bonding stress is a function of peak strength and separation (Munjiza 2004), which can be described using Eqs.
With continuously increasing separation (delta_{tp} < delta_{n} < delta_{tu}) (tensile) or (delta_{sp} < delta_{s} < delta_{su}) (shear), the bonding stress decreases and the decreased bonding stress is a function of damage index D a peak strength (f_{p}).
Separation of these surfaces induces a bonding stress, which is taken to be a function of the size of separation.
At separation, (delta_{n} ge delta_{tu}) (tensile) or (delta_{s} ge delta_{su}) (shear), the bonding stress becomes zero and the crack is assumed to propagate.
According to the main results of experiment, the strength of RAC was higher than the other two factors in the effect of mechanical performance and ultimate bonding stress.
Furthermore, seven steel plate masonry connection specimens were also tested to determine the bonding stress, which ranged from 0.45 to 0.89 MPa, and three types of debonding failure between the steel plates and encased masonry were identified.
Similar(51)
This was accompanied by a redistribution of the bond stress along the bonded length.
The average ultimate bond stress over the entire bonded length was a function of anchor diameters and bonded length.
The local bond stress-slip relationships at different locations along the bonded length were obtained based on the obtained bond stress and relative slip distributions.
Bond stress.
Maximum bond stress.
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